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Permits 51 Ocean Breeze Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING 3-2 -9� UNDER SLAB PLUMBING - �- f SLAB__ - C�-�� FRAMING �� " � q- (i COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY � � '( ELECTRICAL PERMIT # 7-7 INSPECTIONS ROUGH l ) / FINAL MECHANICAL PERMIT # PLUMBING PERMIT # d o 6 NOTES: I- a ems. / 0/ C e,,�Q, bus 'c ffe=4 q+� o G rd Office of Building Official � REQUEST FOR INSPECTION 97 7 �-q �� loil9 �' Date � Permit No. —_ Time A.M. Received P.M, Job Address o y Owner's Name Q&t-n�Contractor BUILDING CONCRETE CT AL LUMBING r AN`ICAC"--� Framing Footing ❑ Rough Wiring ❑ Rough irk ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out Heating Insulation _. Lintel C Final ❑ Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Certificate of Occupancy Date yq&1CUs BeacA �i/oai 1 p �-(o l3 ` Office of BuildingOfficial REQUEST FOR INSPECTION Date Permit No. _—_ Q 8 _ Time A.M. Received P.M. Job Address Locality Owner's ,/ Na �� ractor %V BUILDING l CONCRETE E iCAL �.LU11At3! MECHANICA Framing Footing ou ring Rough ❑ ❑ Slab ❑ Te le Top Out ❑ Heating Insulation ❑ Lintel 1-' F' al Cower ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Tues. d. Thurs. Friday .J / A.M. Inspection Made _ P.M. Inspector— Final Inspection Certificate of Occupancy .+ Date \ �_ 4 � • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1 fy 14.S E i-ince-t Con.OF�a Err..S '7-/f,<0 S�tt4LEO _ 1, 8046 6ftC J !.! !fir_ lJ�cr7 /-0 r7 F_-Fr—•2 eA-A/ 0 U F_ b )=ateLC &$15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL A.M ✓` " P.M ality -CvkpwCAL contractor PJ-ut i3it,G Air Gond. & i Vlkckt �oU9h U t{eatip ace C EL@ Fire ATE h�nlirinQ �' Top Out O Pre Fab R Rou9 e Sewer„ Aih. 9 Temp PO �O ' cspECTiON Friday FiEAaY thurs yam ` Fina Occupancy ,,---�_'""., parte✓--�'`---`"'i_�... 4 f3e=4-4q&Ud4 j Office of Building Official // REQUEST FOR INSPECTION !6`��` _ Permit No. A.M lived Job Ad ss !i L er's Contractor LDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ling __ Footing E Rough Wiring C Rough Air Cond. & _. 300fing Slab ❑ Temp Pole F Top Out -- Heating lation Lintel Final E Sewer _ Fire Place _ Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday A.M. ection.Made _ "p— _P.M. Final Inspection -" Certificate of Occupancy i- Date ___ -- i `'J Office of Building Official Y Y d, REQUEST FOR INSPECTIONT-/ U 1�k7 SZ, Permit No. --- A.M. P.M. r Job Addrless Localit -� ctor CONCRETE ELECTR PLUMBING MECHAN AL -�� Footing ❑ Rough Wiring) & Slab ❑ Temp Pole Top Out \�C�Heating ❑ Lintel ❑ Final ❑ Sewer Fire Place Pre Fab READY F R INSPECTION M. Tues. Wed. . Made Final Inspection C' Certificate of Occupancy Date NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted T T �v G17- .Cxe 5r ��/�EG�rrc,4z �✓/ti �-�t�,�1a Zvi S' srl� 7 6Z& $15.00 REINSPECT FEE � �'i:t3 �'i? ,+wry✓� .a It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, ariy part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in th- office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG TRANSMITTAL DOCUMENT FOR JEA DATE: 6 /y The following permits have passed "rough" inspection: Permit No. Address Let BAn�astsbc�eatexxxacx�(�bcicoien�cxs�p��esx�fxx6rbex�e�a�ivc. Please update your records accordingly. Thanou, `BUI DING CLERK • CITY-OF ATLANTIC BEACH /vcb Permit NO, P. Locality ctor MEC}iANICAL 7 Sem pWMBING qir Cond. & L Pough Heating { CONCRETE Top out J Fire Place Pole Sewer Pre Fab Footing Temp A.M. Slab Final P N Lintel INSPECTION Friday REAbY POB Thurs. Wed. Tues. P.M• nal inspection Cf of occupancy G Certificate —`� pate CITY OF- 4&4^& - Office of Building Official REQUEST FOR INSPECTION Date Permit No, Time Received P.M District No Jo ress Loealit Owner's Name � Contractor Q-._._ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ --ROugh Wiring ❑ Rou ❑ Air.Cond.& C1Re Roofing C] Stab ❑ Temp Pole ❑ op Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab -----7- READY FOR INSPECTION A.M. Mon Tues. Wed. Thprs. Friday P.M, Inspection Made 99 p,M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date L � — Permit No. 4 �_ Time A.M, Received P.M. Job Address �G Locality Owner's // y Name _--- _--------_ ContractorL- BUILDING CONCRE---�, ELECTRICAL PLUMBING MECHANICAL Framing —� � Rough Wiring Rough Air Cond. & - Re Roofing - Slab — Temp Pole __ Top Out L Heating Insulation Lintel Final Sewer = Fire Place Pre Fab READY FOR INSPECTION Mon. dues Wed. Thurs. Friday Ply A.M. ins•:r;cUo- tAar's _ � P.11.1 "•-r=Oector- __-__-- �_-- - - Final Inspection Certificate of Occupancy D it Date----_—__-- —.-_lJ----_- Permit No. � TimeA.;v: Received --- -- PAI Job Address Locality Owner's 1 G2 Nan-,e Bulll_O{NG C0N,GRETE E L F 7R CAAf- FLIJME'tAC; re`E t i"":CAL Framinc C Fooling Ro��'i rn,; ,91i �"-�I� Con(.. F Re Rooting Slab Temp Po'.e imp Cut He-ter lnsWation ❑ Lintel Rna! `cv;ur ^ire Place MI, HISPEOf!'Of�N D�iG7�C Pre Fab AM Tues �Friday- _ --- ' " � lrispr,ction Made - p-ct n N Certificate of ion O. ,upancy Date ----------- --- --- OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Z, x,30 3,;, � . $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, udder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG s �SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ►� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � I-wJ3 19 INSPECTION EMAIL REQUEST: Building-dept(koab.us Application Number . . . . 07-00001366 Date 9/28/07 Property Address . . . . . . 51 OCEAN BREEZE CT Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 31000 --------------------- -- ----- --------------------- --- ----- ---- ----- ---------- Application desc reroof ------ ---------------------------------------------- ------------------------ Owner Contractor - ------------------------ ----------------------- AMOS & SUE ALMAND III CIRCLE L ROOFING 440 GARDEN LANE 5402 1ST ST ATLANTIC BEACH FL 32233 TALLEVAST FL 34270 -------- ----------------------------------- ------------------- - ------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 185 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 31000 Expiration Date . . 3/26/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- -------- --- ------- Permit Fee Total 185 . 00 185 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 185 . 00 185 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 01/26/2014 X20:20 FAX IaO03/003 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH goo Seminole PwA Atiaubio Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 Job Addmn-. gasdmnn, '-" (/ Permit Number: Legal Description 46-.02' �� - 1c 2Z CaGt.Q'P�� - 7.. "Q.avkk t�Ez"v rl� �+o Valuation of Work(Replacement Cost)Sia� `— • Class of Work Circle one): Now Addition Alteration r Move • Use ofexist{t prpposed struct�uc(5) Circle one): Ca re If an existing structure,is a fin sprimkl osyftr private lleen(Cltrle iced? Clrek one) Yes Is approval of homeowner's association pr tttY req ( C2E� Describe in detaR the type of work to be perftmed: QccaF � lProoe Ownetr Iaformatig,�t Name: Pr KQ_ LRLN _Address. City i M_Pq%,-r C_ '45 cc's StateaZip �2�''�� Phone 0 y 616 -054 3 Contractor In orntati n• Nome of Company: _+,e s•, 262R fm Qualifying Agent: 5;r= _L!K r+*h Address: T i►t City bgE�jr T.ar State Zip Office Phare 6 Job 94--tcontsret Number 'tom-626- State Certification/Registration# C"- w gaaQ!�:? Office Fax# 15L2& s,� - S�►S�' Architect Name&Phone# A Engineer's Name&Phone# w oL Application is hereby made to obtain a,permit to do the work and installations as indicated I cerafy that no work or installation has commenced prior to the issuance ofa permit and that all work will beperformed to meet the standards off all laws regulating construction rn this jurisdiction. 7is permit becomes null and void or�E is not caorantenced wirhin six(6) months, or :fcanstr,�ction or tivork tr suspended or abandoned far a period of six 6) rnanths at a y tune a er work zs eonrntenced I understand that separate rrn#s must be secr�red for F.lectrr1� ;PlumKiagn$igns, > e11s,Pools, FurAeres,Borders,IXeaters, Wanks and it Conditioners,etc. WARNING TO OWNER: YOUR FAXLURE TO RECORD A NOTICE OF CO RAENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INVROYEMENTS TO YOUR PROPERTY. IF YOU EOATOONGRF2ET. SER OR AN ATTORNEY BEFORE RECORDING YOUR OCOR1� ME�NT. I hereby ae,�,that I have read and examined this applicarion andknow the same to be true and correct. All ovisions o laws a nd orlances governing this type a work,will be complied with whether specified herein or not. M gr�o�ffa permit does not presume to give authority to violate or cancel the provisions of any other federal, st e, or local IRw regulating construction or the performanee of construction. Signage ofnY Signature of Contractor: S'is au rib beR re me Swo to and su f this eY u 1k. HAG, this-Lou"of 'f A '-�' Nomey Pttbli v`t ca0 R1"•9a Pubis Y ia REVISED 03:03. I I N EXP - A G v.!*.,-V* bel ara MAX 4. 2009 ��;• vg�.�:�° " C siea�11283oso RAF OIF•CO�-pQ, ='�"'ta.. r k'xp BoiTZhni�OOS Fax front 89/28/87 85:18 Pg: 3 S/S :&d T0:68 40/8Z/60 aspoZ JOWNPIK zuvja 88408ZLOL6 6q jugs xpd DESCRW SPAN O zZ - _ - - i � �, via-��•-. f 6 k. e f � n 12'10-1 4" 15'0" - k , - lid 0 1 WOTE n Y M LV9PfAPMG Mx<SA!!T!/1Mf/44IMMM p11/Pl I/AC[Y!N! 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A>f.�Ar�>rJ+KaiF too., ro .. .,.>Sa��.«r .t.,, w a � waw ar 1717-10-8 15-0 0-9 15-0 20-8 -7- CD ��" +� N EGE C-' G C 00 m CQ E1 1 i I (�D Lt1 W W W m a AGE J C3 „W„} VL T BEAM W .� -- DFG 2 PLY AI 1 ti v oa ao i 'IT I i� r n r } ATA J J a a N N LLJ l7 A N l.7 W G Ell A 0 q Ll G] O f\ Al AE'=: _ 84-3-8 AUTHORIZED FOR PRODUCTION DATE RELEASED W A R N I N G OR 11 LAYOUTFLAYOWSY3 NTCN: MKMS / ALMOND OA%n EVD" > W14 11-94.. 11/ i DO NOT CUT TRUSSES OR USE I ADDED 4' IDi.Ai STA E ATIR NSSpFS TR ICT D DATE: LOADING: TO OAN." /4 P��4 �^�/�/1 REpUR PR PEit NAN R.PES.. 11-bW SFIINGLE DELETED /V•4!`S1J//N11 K K •V\\'•V\7' AND AD�CUA, aRACI MONO-3 FIELD FRAME OVERHANG HEFORE L AD AMC A P��p�� GONS VLT SVPPL�yA s REFFLCUVCS. SCALE: OVERFIM76 EE DETAIL BY OTHERS (TYP,) sanea�AND NNAIL NG of"MUTT 8 PLY MUSSESA ' S VEL ORNAT 1180 S. LANE AVE.,JACKSONVILLE, LA INSTALLATION Dr cD 1�srco `t So4nHin fAx 90LT1aIW ALLDYF1761 mAmcNBIN Fwr4c Eg5p lwmOFANOI TIE DOWNS OB# 106722 SOUTH EAST METALS 08-NOV-94 OB NAM AMOS-ALMA LEFT RIGHT CENTER LEFT RIGHT CENTER RUSS ID OUANITY UPLIFT# UPLIFT# UPLIFT# TIE DOWN TIE DOWN TIE DOWN 1 12 747 747 2-HCP 2-HCP 0 FG 1 6329 5318 NO NO 0 G 2 4762 2063 NO SGP2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $ 0 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J,0 0 0 0 0 0 " 0 TRUSS NOT USTED NEED ONLY 2 HUR r CUPS i Job Truss Truss Type City Ply 106722 Al ROOF TRUSS 14 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633465 GRANGER TRUSS _, 3.100 s Oct 14 1994 MiTek Industries,Inc..Mon Nov 07 10:31:581994 Page 1 5-5-4 I 10-4-0 I 15-2-12 I 20-8-0 5-5-.4 4.10-12 4-10-12 5.5-4 441= 3 ` 6.000 F2 2x4 0 2x4 2 4 141 8 -7 6 1 3x4= 3x4= 3x4= 5 3x4= 3x4= ' 7-0-73 1 13.7-3 1 20-8-0 74).13 6-6-6 7-413 LOADING(psf) SPACING 2-" CSI DEFL (in) (loo) "Vdefl PLATES GRIP TCLL' 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.10 817r"j 999 M20(209a) 258/216 TCDL'; 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) 0.15 817 999 BCLL"' 0.0 Rep Stress Incr YES WB 0.21 Horz(fL) 0.04 5' Na BCDL,- 10.0 Code SSBC Min Length/LL deft=240 Weight:91(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No„2ND TOP CHORD Sheathed or 3-3-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.IND BOT CHORD 6-7:6-3-0,5-6:5-0-2,1-8:5-0-2,7-8:6-3-0. WEBS " 2 X 4 SYP No.3 REACTIONS 'Vbs%size) 1=958/03-8,5=958103-8 Maio Horz 1=136(load case 3) MapcUplift 1=567(load case 4),5=567(load case 4) FORCES s , TOP CHORD 1-2=1503,2-3=1305,3-4=-1305,45=-1503 BOT CHORD,5-0=1333,6-7-916,7-8--916,1-8=1333 WEBS 2-8=313,3-8=472,3.6=472,4-0=313 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane ooeaniine,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88). Lumber Increase= 1.33,Plate Increase 1.33.Both end verticals are exposed." 2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:Two each connectors at joint(s)1,5. LOAD CASE(S) Standard rJ'% A WARNING-veft design panupwtsrs and P.&W MOMS ON TMS MTD REVERBL SroE BEMM USE. Design valid for use only'with MITek connectors.This designis based only upon parameters shown,and k tot an Individual building component to be' InslaNed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer-not truss Is designer.Bracing shown for facetal support of Individual web members only.Additional temporary bracing to Insure stability during construction k the iesponsiblitly of the erector.Additional permanent bracing at the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,OSB-89 Bracing Specification.and HIB-91 MiTek Industries,Inc. Handling Install na and Bracing Rocommendatlon available from Truss Plate InslBute,583 D'Onobb Drive,Madison,W153719.. JobTruss Truss Type Qty Ply 106722 AGE ROOF TRUSS2 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633466 GRANGER TRUSSe; 3.100 s Oct 141994 MiTek Industries,Inc. Mon Nov 07 10:32:03 1994 Pagel 10-40 20-8-0 10-40 -_10.4-0 - 4x4 2 6.000 12 = C>- , -o 1 5 4 3 &4% 3x4= 1.5x4 11 3x4 z 20.8.0.. ... .. .. .. 20.8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loo) ,;Vden PLATES GRIP TCLL':, 30.0 Plates Increase 1.33 TC 0.00 Vert(LL) 0,00 /i '"' M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 Y •` BCLL- 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na BCDL'., 10.0 Code SSBC Min Length/LL dell=240 Weight:98(lbs) LUMBER BRACING _. TOP CHORD 2 X 4 SYP No.2Nb TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.24D BOT CHORD 4-5:3-6-15,34:3-3-15,1-5:5-0-2. OTHERS 2 X 4 SYP No.3 FORCES NOTES 1)Gable requires'continuous bottom chord bearing. 2)Gable studs.spaced at 24 inches on center. 3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detair'. 4)Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard i I • t .y^, . X7:1994 - r AWARKM-Vsr{fy design'parameters and RiS'AD NOTES ON THIS AND REP6RS6 ME BEFORE SOMEONE" •,1• Deslgnvaild for use ony wlth Mirek connectors.Thlsdesigri)s based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibillty of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members onty.Addltionai temporary bracing to Insure stability during construction b the responsibNlty of the erector.Additional permanent btacing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,doWery,erection and bracing,consult GST-e8 Quality Standard,DSS-59 Bracing SpectRcot on,and HIS-91 MiTek Industries,Inc. Handling InstaRlnq and Bracing Recommendation ava8abie from Truss Plate institute,593 D'Onotrb Drive,Madison,W153719. - Job Truss Truss Type City Ply 106722 ATA ATTIC 4 1 ALMOMD DAVIS 3 OC.BRZ DAUN t` P633467 GRANGER TRUSS r3.100 s Oct 141994 MITek Industries,Inc. Mon Nov 07 10:32:151994 Page 1 5.2-4 B-6-7 I 90.40 I 12-1-9 15-5.12:.. 17-65 I 20.8.0 ' 3.1-114;, 2-0-9 3.4-3 1-9.9 1-9-9 3.43 2-G-9 3 1-11 5x6= 5 6.000 F12 2.5x4= 2.5x4= 4 6 Em 2.5x411. 14 2.5x4 li s��qq 3 1.5x4 if 7 rh 2.5x4 2.5x4 2 8 M M oI I$ 13 12 11 10 1 5x8= 44= 44= 5x8= 9 4xb% 46 t 3.1-11 I 5-2-4 15.5.12 - I 17-6.5 I - 20.8-0 , - 3.1-11 2-0.9 10-3.8 2-0.9 3.1-11 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 'Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.91 Vert(LL) 0.47 12/11 523 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) 0.7312/11 334 BCLL.` 0.0 Rep Stresslncr YES WB 0.37 Horz(TL) 0.05 9 Ida .BCDL 10.0 Code SSBC (Matrix) Min Length/LL deft=240 Weight:126(Ibs) LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 TOP CHORD Sheathed or 1-6-0 on center puriin spacing. BOT CHORD 2 X 6 SYP No.2 Al OTC R EQ.1301 f4 C110RO!lRgC/h/<--BOT CHORD 1-13:6-3-0,9-10:6-3-0,12-13:6-3-0,11-12:6-3-0,10-11:6-3-0. WEBS 2 X 4 SYP No.3 JOINT(S) 14 REACTIONS Qbs/s¢e) 1=1472/0-3-8,9=1472/03-8 Max Horz 1--131(load case 2) Max Uplift 1=-464(load case 4),9=464(load case 4) FORCES TOP CHORD 1-2=3392,23=-2781,3.4=-2168,4-5=188.5-6=188,6-7=-2168,7-8=-2781,8-9=-3392 BOT CHORD 9-10=3033,10-11=3033,11-12=2182,12-13=3033,1-13=3033 WEBS 4-14=2572,6-14=2572,2-12=1012,3-12=1213,5-14=643,7-11=1213,8-11=-1012 NOTES 1)This truss has been checked for unbalanced loading conditions about joint 5. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead bad and 10.0 p.s.f bottom chord dead bad,50.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 3)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:Two each connectors at joint(s)1,9. 4)Ceiling load(10.0 psf)on member(s).4-1414-0 5)Bottom chord live bad(40.0 psi)applied only to room.12-11 LOAD CASE(S) Standard • 0 ;.tl,WARMNO-IW fy r dyn pammiten a>td.R&p JV0 .9 OXT=AND=VER=SMZ BZ =Lrw. x 4 m - Deslgn valid for use onlyfwtth MITek connectors-This design k based only upon parameters shown.and k for on Individual building component to be- Installed and loaded verticolly.-Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is tot Iateral support of Individual web members only.Additional temporary bracing to Insure stabIRV during construction Is the responsibility of the eiector.'Addiflonal permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuft GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MITek Industries,Inc. Handling Indailina and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 63719. Job Truss Truss Type Qty ply F e 106722 82 ROOF TRUSS 8 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633468 GRANGER TRUSS3.100 s Oct 14 199 4 MiTek Industries,Inc. Mon Nov 07 10:32:23.1994 Page 1 i. 6.4-0 I 12-8-0 6-4-0 64-0 CAUTION-DO NOT ERECT TRUSS BACKWARDS 44= 2 6.000 12 rn c%t I IT 1 4 3 3x4= 1.5x4 3x4= t 7-6-4 _ 1241-0 7-6-4 5 1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (too) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.06 413 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.35 Vert(TL) 0.09 114' 998 BCLL0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 4 Na BCDL 10.0 Code SSBC Min Length/LL dell=240 Weight:49(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-M on center puriin spacing. BOT CHORD 2 X 4 SYP No.1 iV 0 BOT CHORD 1-4:6-3-0,34:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/s¢e) 1=373/0-3-8,3=277/0-1-8,4=521103-8 Max Harz 1=-84(load case 2) Max Uplift 1=-253(load case 4),3=-211(load case 4),4=-230(load case 4) Max Vert 1=373(load case 1),3=284(load case 6),4--521(load case 1) FORCES TOPCHORD 1-2=-152,23=13 BOT CHORD 3-4=11,14=135 WEBS 2-4=-423 NOTES 1)This truss has been checked for unbalanced loading conditions about joint 2. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0'p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oeeaniine,on a category 1 enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 3)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joint(s)1,3,'4. LOAD CASE(S) Standard ` 4 NoV 7 A WARA VG-vs,Vy design par-necem and READ NOME ON TMS AND REV==sins Br"RX ABC. ` Design valid for use or*with Welt connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. AppBcablitty of design parameters and proper Incorporation of component is responslblltty of building designer-not be Is ,. designer.Biocing shown for lateral support of web members only.Additional temporary bracing to insure stability during construction is the responsibtltty of the erector.'Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabriaatlon,quality control,storage,deBvery,erection and bracing,consult OST-BB Quality Standard,DSB-89 Bracing Specification,and HIB-91 MITek Industries,Inc. Handling Installing and Bracing Recommendallon available Isom Truss Plate institute,583 D'Onohb Drive,Madison,W153719. - Job Truss Truss Type City Ply 106722 D1 ROOF TRUSS 12 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633469 GRANGER TRUSS 3.100 s Oct 141994 MiTek Industries,Inc. Mon Nov 07 10:32:30.1994 Page 1 7-0.10 13-6•12 20-0.14 27-1-8 7-0.10 - 6.6.2 66.2 7-0.10.. 44= 3 6.000 F2 1.5x4 1.5x4 CP 2 41 i rq�I I d 8 7 6 4 3x4= 3x4= 3x4= 5 3x4= 3x4= - - 9-2-10 17.10-14 27-1-8 9.2-10 8-8.3 9-2-10 LOADING(psf) SPACING 2-M CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.21 817,1, 999 M20(20ga) 2581216 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) 0.32 817' 991 BCLL, 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.07 5 Na BCDL 10.0 Code SSBC Min Length/LL dell=240 Weight:121(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP NoA TOP CHORD Sheathed or 3-4-4 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD 6-7:6-0-5,5-6:4-1-13,1-8:4-1-13.7-8:"-5. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 8-3,3-6 REACTIONS 'Qbs/size) 1=126110.3-8,5=1261/0-3-6 Max Horz 1=178(load case 3) Max.Uplift 1=-747(load case 4),5=-747(foad case 4) FORCES TOP,CHORD 1-2=-9999,23=-1735,3-4=-1735,4-5=-1999 BOT CHORD 5-6=1776,6-7=1213,7-8=1213,1-8=1776 WEBS 2-8=420,3-8=631,3-6=631,4-6=-420 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s,f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oceanline,on a category 1 enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33,Both end verticals are exposed. 2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:Two each connectors at pint(s)1,5. LOAD CASES) Standard • , r rb r &WARM G-V-%deaiiyn pammI"am and READ XOTZS ON THIS AND RE1vERs6 SiDE HLFOR6 u+se. r Design valid for use only wlth,MiTek connectors.Thls'de sign k based only upon paramelersshown,and k for on Individual building component to be Installed and loaded vertically. ApppcobRty of design parameters and proper Incorporotbn of component Is responsibility of building designer-not truss designer.Bracing shown Is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the ^' responsiblllty of the erector.`Addltlonal permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and Hie-91 MiTek tndufetr(es,Inc. Handling Installing and Bracing Recommendation avolabie from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 53719, i iJob Truss Truss Type aty Ply 106722 D1 S ROOF TRUSS 5 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633470 GRANGER TRUSS 3.100 s Oct 141994, iTek Industries,Inc; Mon Nov 07 10:32:381994 Page 1 7-410 - I 13612 1 2"0 7-040 6-6.2 6.9-1 44= 3 6.000 12 1.5x4. 1.5x4 ii 2 4 co r� Cl) �I 1 7 6 5 3x4= 3x4= 3x4= 3x4= 10-3-8 t 20.40 1038 108 LOADING(psf) SPACING 2-M CSI DEFL (in) (loc) .,'Vdefl PLATES GRIP TOLL30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.21 7/6.% 999 M20(20ga) 258/216 TCDL_. 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) 0.32 7/6 ' 744 BCLL 0.0 Rep Stress Incr YES WB 0.58 HorzR) -0.03 5' n/a BCDL 10.0 Code SSBC Min Length/LL defl=240 Weight:105(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed or 35-15 on center puffin spacing, 45 2 X 4 SYP No.3 except end verticals. BOT CHORD 2 X 4 SYP No.2ND*Except* BOT CHORD 5-6:4-7-10,1-7:4-2-12,6-7:5-7-13. 1-6 2 X 4 SYP No.1 WEBS 1 Row at midpt 3-5 WEBS 2 X 4 SYP No.3 REACTIONS Obs/size) 1=942/05-8,5=942/0-1-8 MaxHorz 1=784(load case 3) Max Uplift 1=-558(load case 4),5=558(load case 4) FORCES TOP CHORD 1-2=1281,2-3=-933,3-4=0,4-5=-245 BOTCHORD 5-6=580,6-7=580,1-7=1138 WEBS 2-7=-445,3-7=585,35=-833 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h: Job Truss Truss Type Qty Ply �1 106722 DFG ROOF TRUSS 1 2 ALMOMD DAVIS 3 OC.BRZ DAUN P633471 GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:32:45,1994 page 1 r 1-7-12 I 5-1-0 I 8-6-4 1 11-10.8 1-7-12 3-5-4 35.4 3-4.4 1.5x411 6x8 1.5x4 11 48= 1.5x4 11 2 3 4 5 6 A V(711\ /1HI 10 9 8 2.5x4 it - 48= 2.5x411 1 7 6x10 11 600 11 - - 1-7-12 I - 5-1-0 I 8-64 I - 11-10.8 . . , 1-7-12 3-5-4 3-S4 3-44 Plate Offsets KY): [3:0-M,0-1-8],[5:0-0-0,0-1-8J LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL'` 30.0 Plates Increase 1.33 , TC 0.82 Vert(LL) 0.05 918 999 M20(20ga) 2581216 TCDL 7.0 Lumber Increase 1.33 BC 0.67 Veit(TL) 0.08 918 999 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.02 7 Na BCDL 10.0 Code SSBC Min Length I LL dell=240 Weight:92(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2A/D TOP CHORD Sheathed or 6-M on center pudin spacing, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. Except: 8-9:8-3-0,7-8:8-4-2. NOTE LARGER BEARING SIZE REQ. REACTIONS -obsisize) 1=7630/0.4-b(input: 0-3-8),7=6365/0-3-12(input: 0-3-8) ..Max Horz 1=7220oad case 2) Max Uplift 1=-63290oad case 4),7=5318(load case 4) FORCES TOPCHORD 1-2=0,23=0,3-4=5210,4-5=5210,5-6=0,6-7=0 BOTCHORD 7-8=5447,8-9=5447,9-10=3301,1-10=3301 WEBS 1-3=7992,3-10=1155,3-9=2649,4-9=0,5-9=-328,5-8=1555,5-7=-7822 NOTES. 1)2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s)at 3 inches on center. Bottom chords connected with 1 row(s)at 7 inches on center. Webs connected with 1 row at 6 inches on center. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oceantine,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 3)Special hanger required to support concentrated bads... 4)Provide adequate drainage to prevent water ponding. 5)Required bearing size at joint(s)1,7 greater than input bearing size. LOAD CASE(S) 1)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Obs per ft) Vert:7-8=468.0,8-9=-468.0,9-10=-468.0,1-10=-468.0 Concentrated Loads Obs) ; Vert:3=-4287.0,5=-4287.0 d' J � v AWARNnY(;-ver{fy d dyn p'..'.t .s a,sd READ NOMS ON THIS AND xcvtxs6 SWE DEPOPE use. Desi,7n valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an individual building component to be 9 installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of.Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance... regarding fabrication,quality control storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSS-89 Bracing Specification,and NIB-91 MiTek Industries,Inc. Handling installing and Bracing Recommendation available from Truss Plate Institute,683 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type qty Ply �i 106722 DG ROOF TRUSS - 2 2 ALMOMD DAVIS 3 OC.BRZ DAUN P633472 GRANGER TRUSS 3.100 s Oct 141994 MiTek Industries,Inc. Mon Nov 07 10:32:54 1994 Page 1 r 34-0 i 64.6 I, 110-2-2 �` 13.6-12 I 20-0.14 - 27-1-8 3.60 3-1-8 ., 3-4-10 3-4-10 _ 66.2 7-0.10.- .:. 44= CAUTION DO NOT ERECT TRUSS BACKWARDS 5 6.000 12 4x10 4 w. 1.5x4 11 3x4 CP 3 $ r 1.5x4 2 v4" M M IrnI$ 11 10 9 8 8x14% 8z8= 3x8= 46= 2.5x4 11 7 46= I 69.8 - 13-6-12 i 20.0-14 l 27-1-8 - 6-9.8 6-9-4 6.62 7-0-10 Plate Offsets(X,Y): [1:M-7,0-0-0],j6:0-1-8,0-1-8],[11:0-M.0-4-4] - LOADING(psf) SPACING 2-M CSI DEFL (in) (loc)'` Vdefl PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.82 Vert(LL) 0.24 3 999 M20(20ga) 258216 TCDL 7.0 Lumber Increase 1.33 BC 0.80 Vert(TL) 0.37 3 867 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.09 7 n/a BCDL 10.0 Code SSBC Min Length/LL dell=240 Weight:164(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND"Except" TOP CHORD Sheathed or 43-6 on center purtin spacing. 1-5 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. Except: BOT CHORD 2 X 6 SYP No.2 1-11:6-6-9,10-11:8-9-0. WEBS 2 X 4 SYP No.3*Except* 11.4 2 X 4 SYP No.2ND OTHERS 2 X 6 SYP No.2 WEDGE Left:2 X 6 REACTIONS (lbs/size) 1=6286/03-11(input: 0-3-8),7=2909/0-1-11(input: 0-1.8) Max Horz 1=-176(load case 2) Max Uplift 1=4762(load case 4),7=-2063(load case 4) FORCES TOP CHORD 1-2=-13437.2-3=-13238,34=-13238,4-5=-5107,5-6=-5107,6-7=-5811 BOT CHORD 7-8=5208,8-9--5208,9-10=5208,10-11=7200,1-11=11977 WEBS 2-11=155,3-11=-238,4-11=8488,4-10=-4558,5-10=4197,6-10=-726,6-8=135 NOTES 1)2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom chords connected with 2 row(s)at 4 inches on center. Webs connected with 1 row at 6 inches on center. ' 2)This truss has been designed for the wired loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 3)Special design required for truss with concentrated bads over 5000 lbs. 4)Required bearing size at joint(s)1,7 greater than input bearing size. LOAD CASE(S) 1)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Ibs per ft) Vert:1-2=74.0,2-3=-74.0,34=-74.0,45==74.0,55=-74.0,6-7=74.0,7-8=-20.0,8-9=-20.0.9-10=-20.0,10-11=-20.0, 1-11=20.0 ,y Concentrated Loads(Ibs) ) t Vert:11=-6660.0 l ; > ,•�'� 1:4994` AWARMNG-vsr(/y d�+�Pasnn►sters and RLAD MOTES OMTHIS AND REVERSE SIDE BIC"RE UBS. benign valid for use onlywith.MITek connectors.Thisdesign Is based only-upon parameters shown,and is for an Individual building component to'be.- Installed and loaded vertically. AppOcoblOty of design parameters and proper Incorporation of component Is responsibility of building desbner-not truss _.•+, � designer.Bracing shown is for lateral support of.individual web members only.Additional temporary bracing to Insure stability during construction Is the - r. responslbfllty of the elector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fool"o lion,quality control,storage,delivery,erection and bracing,consult GST-68 Quality Standard,DSO-89 Bracing Specification,and HIB-91 MITek Industries,Inc. Handling Installing and Bracing Rocommendatlon available from Russ Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. i Jbb Truss Truss Type City Ply d 106722 DGE ROOF TRUSS 2 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633473 GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:32:581994 Page 1 -. 13.612 27-1-8 13.6-12 13612 4x4= _ 2 6.000 14 o _ d, ro 1 5 4 3 3x4% 1.5x4 if 3x4= 3x4 a 27-1-8 _ 27-1-a LOADING(psf) SPACING 2-M CSI DEFL (in) (loc),i i/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.00 Vert(LL) 0.00 %; "" M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 / *— BCLL 0.0 Rep Stress Incr YES WB 0.00, Horz(rL) 0.00 n/a BCDL 10.0 Code SSBC Min Length/LL deft=240 Weight:155(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.I NO BOT CHORD 34:4-3-6.1-5:5-8-5,4-5:5-3-10. OTHERS 2 X 4 SYP No.3 FORCES NOTES 1)Gable requires continuous bottom chord bearing. 2)Gable studs spaced at 24 Inches on center. - 3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detail". 4)Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard • a '�V , z ' V,,O 7l j994 " A,WARNING-V ft d.a parameter and READ NOTES ONTR=AND REVERSE SIDE BEFORE USE. Design vaild lot use only with Mlfek connectors.This.design B based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Indlvlduol web members only.Additional temporary bracing to Insure stability during construction k the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuR GST-8e Quality Standard,DSB-69 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,50 D'Onofrb Drive,Madison,W163719. Job Truss Truss Type Qty Ply 106722 E1 ROOF TRUSS 6 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633474 GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:33:05 1994 Page 1 7-6.0 15-0.0 7-6.0 7-6-0 44= 2 6.000 12 $I I� 4 1 1.5x411 3 3x4= 3x4= 7-6-0 15.0.0 . 7-6-0 7-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) _;Vdeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.07 4/3,' 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.58 Vert(TL) 0.11 4/3 ` 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 3 n/a BCDL 10.0 Code SSBC Min Length/LL dell=240 Weight:55(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed or 45-12 on center purtin spacing. BOT CHORD 2 X 4 SYP No.21V 0 BOT CHORD 1A:6-3-0.3-4:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) 1=691/0-3-8,3=691/0-3-8 Max Harz 1=-99(load case 2) Max Uplift 1=-409(load case 4),3=-409(load case 4) FORCES TOP CHORD 1-2=755.2-3=755 BOTCHORD 3-4--671,14=671 WEBS 24=147 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joint(s)1,3. LOAD CASE(S) Standard ' t,r r tl WARN11W-VerW design passarrctsrs and READ NO=6 ONTffiS AND RE VERSE'BIDS BEMRL USE. Design valid for use only with MiTek connectors..This design Is based only upon parameters shown,and Is lot an Individual bullding component to be Instoited and k>oded vertically. AppBoabRBy of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.'AddRk>nal permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding iabrbation,qualitycontnoL storage,delivery,erection and brocing,consult QST-88 Quality Standard,DSS-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Instolilnq and Bracing Recommendation available from Truss Plate Instftute,$83 D'Onoklo Drive,Madison,Wl63719. Job Truss Truss Type Oty Ply << 106722 EGE ROOF TRUSS 1 1 ALMOMO DAVIS 3 OC.BRZ DAUN P633475 GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:33:09 1994 Page 1 7-60 15.0-0 7-60 7 6 0 4x4= 2 6.000 12 Y m A 1 4 3 3x4: 1,5x4 It 3x4 z 15.0-0 16" LOADING(psf) SPACING 2-0-0 CSI DEFL (n) (too) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.00 Vert(LL) 0.00 l', '"" M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 /` •"• BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na BCDL 10.0 Code SSBC Min Length/LL dell=240 Weight:66(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No. 2N O BOT CHORD 1-4:6-3-0,3-4:6-3-0. OTHERS 2 X 4 SYP No.3 FORCES NOTES 1)Gable requires continuous bottom chord bearing. 2)Gable studs spaced at 24 Inches on center. 3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detail". 4)Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard e I.CILA f Oy is ,&WARM CI VerW desion parameters and READ moms ON THIS Am REVERSE SM-E REM=USM. Design valid for use only.with MRek connectors.This design is based only upon parameters shown.and Is for on Indh4duot building component io be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblltty of building designer-not huss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the iesponsiblitty of the building designer.For general guidance regarding fabtk;atlon,quality control,stotoge,deilvery,erection and bracing,consult OST-88 Quality Standard,DSI-89 Bracing Specification.and HIB-91 MiTek Industries,Inc. Handling Irssialllna and Bracing Recommendation available from Truss Plate Institute,593 D'Onohlo Drive,Madison,WI 53719. A 30b Truss Truss Type Qty Ply 0-C 106722 F1 ROOF TRUSS 4 1 ALMOMD DAVIS 3 OC.BRZ DAUN P63347G GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:33:14 1994 Page 1 5 tao ll-&o 5-10-0 5-10.0 44= i 2 6.000 12 i ro rt "' oI Io 4 1.5x4 ft 1 3 30= 3x4= 5-10-0 I - 1148-0 - 5-10-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdeft PLATES GRIP TCLL' 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) 0.03 4/3',' 999 M20(209a) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) 0.04 4/3 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 3 n/a BCDL 10.0 Code SSBC Min Length/LL den=240 Weight:42(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No..7-No TOP CHORD Sheathed or 3-11-10 on center purtin spacing. BOT CHORD 2 X 4 SYP No.2.140 BOT CHORD 14:6-3-0,34:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS 'obstsize) 1=535/0-3-8,3=53510-3-8 Max Horz 1=-77(load case 2) Max Uplift 1=-317(load case 4),3=-317(load case 4) FORCES TOP CHORD 1-2=-580,2-3=-580 BOT CHORD 3-4=515,1-4=515 WEBS 24=114 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oceantine,on a category 1 enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 2)SIMPSON H2.5 connectors recommended to conned truss to bearing walls due to uplift as follows:One connector at joint(s)1,3. LOAD CASES) Standard a ,&WARNING-YerVy design pan"I ctom and READ NOTES ON THIS AND R VMW SME BORE USE. Design valid for use only wfth MITek connectors.This design Is based only upon parameters shown,and is lot an Individual building component to be ; Installed and loaded verticaity. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss rs designer.Bracing shown k for lateral support of Individual web membeonly.Addttlonol temporary bracing to Insure stabiAty during construction is the responsibility of the erector.Addttlonoi permanent tracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrk:ation,quality contfot storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendation ova8oble from Truss Plate Institute,583 D'Onohb Drive,Madison,WI 53719. W!F#46424 GRANGER( DRE A FL VER 94.IJ �. ; ao0.43POTE; LOAD TABLE DssZGDCRITERIA THE LPI t JOIST IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN: FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. 1 LPI 36 DEPTH 11.875 LIVE LOAD 40 FSF VERIFICATION OF LOADING DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) WEB; 0.375. ORIENTED STRAND BOARD DEAD LOAD 15 PSP LIMITATIONS,FRAMING METHODS,WIND FLANGE 1.50 X 2.250 GL3100-2.0 TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-Zai-Sx OF THE PROJECT ARCHITECT OR ENGINEER. CONCENTRATED DEAD 80 LBS 0-0-0 MINBRG. 3.50" 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM LIVE 53 PLF 0-0-0 28-0-0 DEFLECTION CRITERIA LATERAL STABILITY. JOIST REQUIRES UNIFORM DEAD 20 PLF 0-0-0 28-0-0 CONTINUOUS LATERAL RESTRAINT OF TOP AND BOTTOM EDGES. LIVE LOAD DDEF L / 480 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST WARNING NOTES: TOTAL LOAD DEFL: L / 240 FLANGES.HOLES MAY BE CUT IN WEB ONLY DURATION OF LOAD INCR: 0 t AS NOTED ON THIS DRAWING. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE 4.SHIM ALL BEARINGS FOR FULL CONTACT. LATERAL STABILITY. LOAD SNARING: 4 % 5.VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. CODs COMPLIANCES REPORT (1 •"THIS DRAWING IS NOT TO SCALE •' BOCA 88-77 DADE COUNTY 89-0307.11(88) R BUD SEB-1091 ICBG PFC-3754 SBCCI 8914 WISCONSIN 890016-W N.Y. STATE 617-91M6MC N.Y. CITY 654-87-sM ACTION WITH1 GLUE &POSILIM ACTION WITH GLUE E NAILED DECK l SUPPORT REACTIONS (LBS): CASs B EAR I NG NUMBER 1 2 3 1 164 1406 563 2 -10 1202 568 3 294 571 149 4 43 1421 563 5 416 555 149 MIN SEARING SIZES (IN-SX) 3- 8 3- 8 2- 0 11.875 TX2.250 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE - 0- 0 LIVE LOAD 0.19" 0.47" 7- 0- 0 19- 0- 0 DEAD LOAD 0.11" 28- 0- 0 TOTAL LOAD 0.27" 0.95" Handling 8 Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications Louisiana-Pacific Corp. ++ro7/94 ssac Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of •Supports and connections for Garp-Lam LVL and LPI Joists to be plumb and W resisting lateral forces shall be designed the complete structure.Obtain all the necessary code compliance speage applications. Engineered Wood Products and installed by Others.No bads are to be applied to approval and instructions from the designers of the complete •Common nags driven parallel to glue lines she$be spaced a mininum of 47 for One component untie after all the framing sad fastenig structure before using this component. If the design Criteria i fid and 7 for ad. 2706 Highway 421 North are completed.At no time shall bads greater than design listed above does not meet local buildag code requirements do •Do not cod,botch,drill or sker Gang-Lam LVL and LPI Joists except as shown Wilmington.NC 28401 beds be applied to the component, not use this design.When this drawing Is signed and sealed in published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Loukia is-Pacific Corp is appmv4g only,the sOuctural design and LPI Joists contrary to the knits sit WM hereon.negates any express Desimss gn Cnterla of me unit shown on e baof data provided by the customer warranty of the product aro!Louisiana-Pacific Corp.dsdahns al National wats (800)999 9105 and shown on this drowig.Gang-Lam LVL and LPI foists are made warranties inducting the implied warranties of merchantability and Mess for The design and material specified are In substantial wkhad camber and will deflect under bad,wood in diad contact a particular use. DWG # confomwlywith the latest revisions of Nos and RITC. with cons must be protected as required by code,continuous Dead bad deflection sxides an adAWment factor for creep. lateral support is assumed(wall,floor beam,etc.) SHEET #_, - -------- - Job Truss Truss Type City Ply 106722 EGE ROOF TRUSS 1 1 ALMOMD DAVIS 3 OC.BRZ DAUN P633475 GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:33:09 1994 Page 1 7-6-0 15.0.0 7-6.0 7-8-0 44= 2 6.000 12 rn M 0- ro10CC 1 4 3 3x4 1.5x4 11 3x4 i 15-0-0 I 15-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 'Vdeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.00 Vert(LL) 0.00 /' •••• M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 /' '•"• BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na BCDL 10.0 Code SSBC Min Length/LL defl=240 Weight:66(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2-ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No. 2N D BOT CHORD 14:6-3-0,34:6-3-0, OTHERS 2 X 4 SYP No.3 FORCES NOTES 1)Gable requires continuous bottom chord bearing. 2)Gable studs spaced at 24 inches on center, 3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detall". 4)Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard 0, 1994 ,&WARM G-VerW do-ton pannmeters and READ NOTES ON TMS AND RETE=SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of.Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit CST-88 Quality Standard,DSII-89 Bracing SpecMcatk^and HIB-91 MiTek Industries Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,683 D'Onohlo Drive,Madison,WI 53719. r lI Sob Truss Truss Type Oty Ply I o 106722 F1 ROOF TRUSS 4 1 ALMOMD DAVIS 3 OC.13RZ DAUN P633476 GRANGER TRUSS 3.100 s Oct 14 1994 MiTek Industries,Inc. Mon Nov 07 10:33:14 1994 Page 1 1 5.10-0 i 11.80 - - 5.10-0 5.10-0 i 04= 2 6.000 12 i in cb oI 4 Io 1.5x4 it 1 3 3x4= 3x4= r 5-10-0 I 11-8-0 5-to-o 5.10.0 LOADING(psf) SPACING 2-M CSI DEFL (in) (loc), Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) 0.03 4/3`, 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) 0.04 4/3 999 BCLIL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 3 n/a BCDL 10.0 Code SSBC Min Length/LL dell=240 Weight:42(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No..2-No TOP CHORD Sheathed or 3-11-10 on center pudin spacing. BOT CHORD 2 X 4 SYP No.2nfo BOT CHORD 1-4:63-0,34:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS '(Ibs/size) 1=535/0-3-8.3=535/0-3-8 Max Horz 1=-77(load case 2) Max Uplift 1=-317(load case 4),3=-317(load case 4) FORCES TOP CHORD 1-i=-580.2-3=-580 BOT CHORD 34=515,14=515 WEBS 2-4=114 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,50.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 2)SIMPSON H2.5 connectors recommended to conned truss to bearing walls due to uplift as follows:One connector at joint(s)1,3. LOAD CASE(S) Standard • t AWA UMG-V rW destyn parameters arsd Rt34.D sores ONTffis Atm REVMWI ME i 11MORE uses. Design valid for use only with MRek connectors.This design Is based only upon parameteis shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsblly of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding lab6c-atbn,quality control,storage,delivery,erection and bracing,consull OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohb Drive,Madison,WI 53719. r.i rfF vv-rL9 VRAf9Vr=�\ Lrv1M;`rV RCJ -/1 � ; vEttt.tJ FL s I'aLOAD TABLE DESIGN CRITERIA Et7OTTHEE,LPI JOIST IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1).OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. 1 LPI 36 DEPTH 11.875" LIVE LOAD 4o PSF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. VERIFICATION OF LOADING DEFLECTIONWEB: 0.375• ORIENTED STRAND HOARD DEAD LOAD � 15 PSH LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLANGE 1.50 X 2.250 GL3100-2.0 TOTAL LOAD a 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX = OF THE PROJECT ARCHITECT OR ENGINEER. CONCENTRATED DEAD 80 LBS 0-0-0 MINBRG= 3.501 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM LIVE 53 PLY 0-0-0 28-0-0 DEFLECTION CRITERIA ; LATERAL STABILITY. JOIST REQUIRES UNIFORM DEAD 20 PLY 0-0-0 28-0-0 CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEFL: L / 480 BOTTOM EDGES. TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST WARNING NOTES: FLANGES. HOLES MAY BE CUT IN WEB ONLY DURATION OF LOAD INCR: 0 $ AS NOTED ON THIS DRAWING. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE 4.SHIM ALL BEARINGS FOR FULL CONTACT. LATERAL STABILITY. LOAD SNARING: 4 5.VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. CODE COMPLIANCES REPORT # •'•THIS DRAWING IS NOT TO SCALE•" BOCA 88-77 DADE COUNTY 89-0307.11(88) R HUD SEB-1091 ZCBO PFC-3754 SBCCI 8914 WISCONSIN 890016-W N.Y. STATE 617-91M&MC N.Y. CITY 654-87-SM ACTION WITH GLUE & NAILED DECK SUPPORT REACTIONS (LBS): CASE BEARING NUMB RR 1 2 3 1 164 1406 563 2 -10 1202 568 3 294 571 149 4 43 1421 563 5 416 555 149 MIN BEARING SIZES (IN-SX) 3- 8 3- 8 2- 0 11.875 T"2.250 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE - 0- 0 LIVE LOAD 0.19" 0.47" 7- 0- 0 19- 0- 0 DEAD LOAD 0.11" 28- 0- 0 TOTAL LOAD 0.27" 0.95" Handling 8 Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications 11107194 SSBC Louisiana-Pacific Corp. Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of 'Supports and connections for Gang-Lam LVL and IPI Joists to be Engineered Wood PfOdUC(5 plum rces and for resisting lateral foshat be designed the complete structure.Obtain all the necessary code compliance specific applications. 9 and installed by others.No bads aro to he applied to approval and instructions from the designers of ted complete 'Common nags driven parallel to glue lines shale be spaced a minimum of 4'for the component until after all the framing and fastening structure before wig this component.If the design criteria 10d and 3'for ed. 2706 Highway 421 North are completed.At no time shelf bads greater than design Wed above does not meet local bu"code requirements do 'Do not cul,notch,drill or after Garp-Lam LVL and LPI Joists except as shown Wilmington,NC 28401 bads be applied to the component. not use this design.When this drawing is signed and sealed In published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Louisiana-Pacific Corp is approving only the structural design and LPI Joists contrary to the limits set forth hereon.negates any express Nebo"Wats (800)999 9105 Design Criteria of the unit shown on the basis of data provided by the customer warranty of the product and Lousiana-Pacific Cory.disclaims at Implied and shown on this drawing.Gang-Lam LVL and LPI joists are made warranties Including the Implied warranties of merchantability and fitness for DWG # The design and material specified ale in substantial without umber and will dellect under bad,wood in direct contact a particular use. confommrty With the latest revisions of NDS and ARC. with concrete must be protected as required by code.continuous Dead Wad deflection brides an adjustment factor for creep, lateral support is assumed(wag,floor beam,eta) SHEET # VVIF#46424 GRANGER(ALMAND RES.)-B FL o.sc fiOTE: VEt94'11J LOAD TABLE DESIGN CRITERIA 04 1.THEJOIST IS DESIGNED TO SUPPORT V NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES 1 LPI 36 DEPTH 11.875 LIVE LOAD 40 PSF ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. VERIFICATION OF LOADING DEFLECTION WEE: 0.375' ORIENTED STRAND BOARD DEAD LOAD . 15 PSF LIMITATIONS,FRAMING METHODS.WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLANGE 1.50 X 2.250 GL3100-2.0 TOTAL LOAD . 55 PSP BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-sX FT-IN-SX = OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 53 PLF 0-0-0 19-0-0 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 20 PLF 0-0-0 19-0-0 DEFLECTION CRITERIA LATERAL STABILITY.JOIST REQUIRES CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEFL: L j 480 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES.HOLES MAY BE CUT IN WEB ONLY ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. DURATION OF LOAD INCR: 0 % AS NOTED ON THIS DRAWING. LOAD BEARING: 4 t 4.SHAM ALL BEARINGS FOR FULL CONTACT. 5.VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. CODE COMPLIANCES REPORT # THIS DRAWING IS NOT TO SCALE"` BOCA 88-77 DADS COUNTY 89-0307.11(88) R HUD SEB-1091 ICBO PFC-3754 SBCCI 8914 WISCONSIN 890016-W N.Y. STATE 617-91M&MC N.Y. CITY 654-87-SM ACTION WITH GLUE k NAILRD DECD SUPPORT REACTIONS (LBS): CASE BEARING NUMBER 1 2 1 697 697 MIN BEARING SIZES (IN-SX) a- o z- o JJJJJJ 11.875 T"2.250 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.34" 0.47" DEAD LOAD 0.19• 19- 0- 0 TOTAL LOAD 0.47" 0.95" Handling 8 Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specificallons Louisiana-Pacific Corp. 11107M SSBC Temporary and permanent bracing for hoping component The use of this component shall be specified by the designer of `Supports and connections for Gang-Lam LVL and LPI Joists to be Engineered Wood Products pumb and for rests ft lateral fomes shall be designed the complete structure.obtain ale the necessary code compliance specific applications. ant installed by others.No bads are to be applied to approval and Instructions from the designers of the complete Common nab driven paraM to glue fines shag be spaced a mi ni m rn of 4'for the component until after all the framing and fastening structure before uskg this component.If the design criteria 10d and 7"for 8d. 2706 Highway 421 North are completed.At no tare shall loads greater than design rested above does not meet beat Wilding code requirements do •Do not cut,notch.drill or alter Gang-Lam LVL and IPI Joists except as shown Wilmington,NC 26401 bads be applied to the component. not use this design.When Nb drawing is signed and sealed in published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Louisiana-Pacific Corp is approving only the structural design and IPI Joists Conray to the knits set forth hereon.negates any express National Wats (800)999 9105 Design Criteria of the unit shown on the basis of data provided by the customer warranty of the product and Louisiana-Pacific Corp.disdains ale Inpfied and shown on this drawing. Gang-Lam LVL and LPI Joists are nude warranties including the Implied warranties of merchantability and fitness for DWG # Tae design and material spedlkd are in substantial without caber and will deflect under bad,wood in direct contact a particular use. confe-ft with the latest revisions of NAS and Arrc. with concrete must be protected as required by code.continuous Dead bad defiedbn Includes an adputmem factor for creep. lateral support is assumed(wall.Boor beam,ate.) SHEET # V!F#46424 GRANGER(ALMAND RES.)-C FL NOTE: VEI�W.SJ LOAD TABLE DESIGN CRITERIA s 1.THEV JOIST IS DESIGNED TO SUPPORT NOTE_ LOADS SHOWN ARE FOR INPUT LOAD CASE 1).OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. 1 LP126E DEPTH 1TED " DLx"EAD LOAD 40 PSP FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. VERIFICATION OF LOADING DEFLECTIONWEB: 0.375* ORIENTED STRAND BOARD DEAD LOAD . 15 PSF LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLANGE 1.50 X 1.50 GL3100 2.0 TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 53 PLP 0-0-0 15-0-0 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 20 PLF 0-0-0 15-0-0 DEFLECTION CRITERIA LATERAL STABILITY, JOIST REQUIRES CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEFL: L j 480 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DSFLt L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES.HOLES MAY BE CUT IN WEB ONLY ANCHOR LP1 FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS, DURATION OF LOAD INCR. 0 tit AS NOTED ON THIS DRAWING. 4.SHIM ALL BEARINGS FOR FULL CONTACT. LOAD SHARING: 4 % 5.VERIFY DIMENSIONS BEFORE CUTTING CODE COMPLIANCES ; LPI JOIST TO SIZE. REPORT # THIS DRAWING IS NOT TO SCALE•`• BOCA 88-79 DADE COUNTY 89-0307.11(88) R HUD SHB-1091 ICBG PFC-3754 SBCCI 8914 WISCONSIN 890016-W N.Y. STATE 617-91M&MC N.Y. CITY 654-87-SM TA,55UM113 E ACTION WITH GLUE NAILED DECK SUPPORT REACTIONS (LBS): CASE B EAR ING NUMBER 1 2 1 550 550 MIN BEARING SIZES (IN-SR) 2- 0 2- 0 11.875 "1.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.20" 0.38" DEAD LOAD 0.11" 15- 0- 0 TOTAL LOAD 0.27" 0.75" Handling&Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications Louisiana-Pacific Corp. 11ro7,s4 SSBC Temporary and permanent bracing for houtng component The use of this component shat be specified by tate designer of •Supports and connections for Gang-Lam LVL and LPI Joists to be Engineered Wood Products plumb and for rasisting lateral iron"I be designed the rbmplate structure.Obtain at the necessary code compliance specific applications. and Installed by other.No bads am to be applied to approval and instructions from the designers of"Complete •Common nab dr'Non parabel to glue foes she%be spaced a minimum of V for the component umi after*1 the fmfv*V and fastening structure before using this component Nthe design criteria 10d aro s•for&f. 2706 Highway 421 North am compisted.At no time shall bads greater than design listed above does not meet local building code requirements do 'Do not art,notch,drit or star Gang-Lam LVL and LPI Joists except as shown Wilmington,NC 28401 leads be applied to the componnd. not use this design.Wwn this drawing Is signed and sealed In published material from Louisiana-Pacific Corp.any use of Garp-Lam LVL Local (910)762-9878 Louisiana-Paci :Corp is approAV adtr the xK-At at design and LN Joists contrary to the WAS W torch hereon,negates"Y WPM National Wats (800)9"9105 Design Clitert8 of the umt shown on the basis of data provided by the customer wan"of the tanduct and Louisiana-Pacific Cory.discWins at implied and shown on Mas drawing.Gano-Lam LVL and LPI Joists are made warranties hiciudi g the implied warranties of axgcha aabdty and fitness for DWG # The design*4 material spe4fied am in substantial without camber and wi detled under bad,wood M direct cameo! a pemlcutsr use. coMOMNty with the latest revisions of NOS and AfTC. with concrete must be pmlected as requked by code,continuous Dead toad degactim ktdtrdea an adpstmeM factor for creep. lateral support is assumed(wet,noor team,etc,) SHEET # VV/F#46424 GRANGER(ALMAND RES.)-D FIL 0.44 NOTE: R-94•iJ LOAD TABLE DESIGN CRITERIA : o.sr 1.THE LPI JOIST IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. 1 LPI DEPTH 11.875" LIVE LOAD = 40 PSP VERIFICATION OF LOADING DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) WED: 0.375- 1 0 0..3 1 5. ORIENTS STRAND BOARD DEAD LOAD 15 PSF LIMITATIONS,FRAMING METHODS,WIND .50 X 1.50 GL3100-2.0 TOTAL LOAD = 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX = OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 53 PLF 0-0-0 27-6-0 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 20 PLF 0-0-0 27-6-0 DEFLECTION CRITERIA LATERAL STABILITY.JOIST REQUIRES CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEM: L / 480 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL LPI JOIST FLANGES. HOLES MAY BE CUT IN WEB ONLY ANCHOR LPI FLOOR JOISTS SECURELY TO BEARINGS OR HANGERS. DURATION OF LOAD INCR: 0 AS NOTED ON THIS DRAWING. 4.SHIM ALL BEARINGS FOR FULL CONTACT. LOAD sxARxxc: 4 i 5.VERIFY DIMENSIONS BEFORE CUTTING LPI JOIST TO SIZE. CODE COMPLIANCES REPORT # THIS DRAWING IS NOT TO SCALE"• BOCA 88-77 DADE COUNTY 89-0307.11(88) R BUD SEB-1091 ICBO PFC-3754 SBCCI 8914 WISCONSIN 890016-W N N..Y. STATE 617-91M&MC Y. CITY 654-87-SM UN ASSUME' COMPOSITE IIfIACTION WITH GLIIS E NAILED DECK SUPPORT REACTIONS (LBS): CASE ' B EAR I NG NUMB HR 1 2 3 1 389 1261 366 2 432 814 51 3 64 791 416 MZN SHARING SIZES (IN-SX) 2- 0 3- 8 2- 0 11.875 T"1.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.10" 0.35" 14- 0- 0 13- 6- 0 DEAD LOAD 0.04" 27- 6- 0 TOTAL LOAD 0.13" 0.701 - Handling&Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications Louisiana-Pacific Corp. 11107/94 SSBC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of 'Supports and connections for Gang-Lam LVL and LPI Joists to be Engineered Wood Products plumb and for resisting lateral form shall be designed the complete shuature.Obtain all the necessary code compliance specific applications. and installed by others.No bads are to be applied to approval and instructions from the designers of the complete •Common naffs driven parallel to glue Anes shall be spaced a minimum of 4•for the component until after all the framing and fastening structure before using this component.If the design criteria 1 ed and 3•for Ad. 2706 Highway 421 North aro completed.At no time shoo loads greater than design Acted above does not meet local building code requirements do 'Do mol ad,notch,Will or aler Gang-tam LVL and LPl Joists except as shoran Wilmington,NC 28401 bads be applied to the component. not use this design.When this drawing is signed and sealed In published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Louisiana-Pacific Corp Is approving only the structural design and LPI Joists contrary to the Wrdls set font hereon.negates any express National Wats (800)999 9105 Criteria ot the wail drown on the basis of data provided by tiro customer warranty of the product and Louisiana-Pacific Corp.disclaims all implied and shown on this drawing.Gang-Lam LVL and LPI joists are made warranties including the"Red warranties of merchantability and fitness for DWG # The design and material specified are in substantial without camber and wi deflect under load,wood in direct contact a particular use. mrdom*y with the latest revisions of NDS and AITC, with concrete must be protected as required by code.continuous Dead load deflection Includes an adjustment factor for creep. lateral support is assumed(WA door beam.eta) SHEET # .4ma" POD OIA too %00 po s psaD 1P asp 1° Sl s�A aK* of at ts1 P" f!oW '° �'" aWs si y ejpom `awls s vs" savm wp1w�'0' suo!riYA`"s�'a "'cAsaiu� gJ3,01. s M 'u', wtw i31 op�r°g1„aov�,Opp�,aeao „ms�nw \� .t°'0 Son S y�eW ' sye"s o001 vw'A u"Oip�`°p' ai�spua sA �U1S�attE�� MSZ.° 00 ° 4q02 sso" v " sslote�vPA '.�wi S. ,s a ut,- a° "°ns"'�o ° � *ice que # �^a �1 otp �, . OVK ai°iO�' ,ro 01 V* ".. oe 8 5*60 d s- $esti arras ®p w v"s 60`66b6�pg61 s1eMo �A ol w � W AIKII �lwe ras o�%su�she vokuo'6Ue�J al�toN�ot, �H`3ptZ as°1s suo % �"OU'6Us / plYpas SOO spnipoia ¢d'euo*sknol ° ° s F4 pg5sLa OOS*c 054't 0 -$ pX? g NSK SL$ tt � 6s2� t 90£t g0£t t g5.fJ S s�a tt.15�x 5a0 y1`�a stiOSdffs �, of vin (Oama X1�IG IVAI3 Wq0 NOVO �atlo3�aa� norN3aNn ss µoN100Zt ltl a3Otld 3 00aojalON 18(1 a38W8W wo StH1" .« -1,40-sol S\oNVJ olWtl38��\ 829SNojSN3�w.1y W�µS oN111nO.Cn�6ao�NolON in3W 1otllNoa 111aaao sG(1N�33 '60loo W`iasOvr � y18v,s 3.S t! O t8a(1o8S SWv38 aoo1j W�oN N 1NatlM oNd dol -8v -dadd(1S13 AIK d O� �v-4 x•K ..$310 `�N SNA olsl ao 1J311H p8axolo'6 ow 8V6 0-as 511+ yi5-t6.8ts K25Koa BS IIZa 3a�a33Nt°JN3S3a3H1 a3HiobSNoii� ga3`JN -60SONves'a � a ytxaati� ti�I.oSNoµ19W`oyp Ao0lifo,00-1 pi�09001.Q IMv pg91 gcl stt tb � sadpl sio Mitt moa spa Np=1�g1�sxa No11?w-'594 t 0lvo o � $ saxs ' a�at 01. ��6s saw ° s o Ws ' a3 sod� q °-0 - 6 spa lj %S3ja�0amw1� s a s 1 a�c�crd� 04M GtO 'Ovio o avo tNa s` aan(i p3a°n354 avo' '��ao� tl s ° ZgBa a��p 181+='1 0401 a3µ1O 1-041001 Z ;,�gaSol a 03, dam) >�IfiBa Savo a : et�.110 auoosg Ka$ zLg`�X 91 s+ri'�g �� WtF#46424 GRANGER(ALMAND RES.)-F FL 0.74 NOTE: VEtt-94.1J LOAD TABLE DESIGN CRITERIA 0.50 1.THE GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE LOADS SHOWN ARE FOR INPUT LOAD CASE{11). OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. [DESIGN BEAMS 1.75 X 11.875 GL3100-2.0 LIVE LOAD 40 PSF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED.VERIFICATION OF LOADING DEFLECTION CONBiSTs OF 2 - PLiHs FASTENED a8AD Lona 15 PSF LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) OGrnm (REFER TO NOTES) TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 19.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LZVS 380 PLF 0-0-0 15-6-0 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 142 PLF 0-0-0 15-6-0 DEFLECTION CRITERIA LATERAL STABILITY. BEAM REQUIRES CONTINUOUS LATERAL RESTRAINT OFTOP AND LIVE LOAD DEFL: L / 360 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DHFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. 4.SHIM ALL BEARINGS FOR FULL CONTACT. MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE DURATION OF LOAD INCR: 0 5.VERIFY DIMENSIONS BEFORE CUTTING GANG-LAM FLOOR BEAM.IT IS THE RESPONSIBILITY OF THE GANG-LAM BEAM TO SIZE. PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, LOAD SHARING: 0 % AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED THIS DRAWING IS NOT TO SCALE"' TO CARRY THE REACTIONS OF THE GANG LAM BEAM AND PREVENT CODE COMPLIANCES CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING REPORT # NOTE FOR DOUBLE MEMBER NUMBER 1,A SPRUCE PINE WALL PLATE WOULD REQUIRE A SOCA 85-23 MINIMUM BEARING LENGTH OF 3-7(IN-SX). DADS COUNTY 90-0310.2 HUD 1214A COMMON WIRE NAILS SPACED AT 12.00 INCH GC. ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. ICED 4321 SBCCI 86215 `DESIGN ASSUMES COMPONENTS CARRIED ARE GANG-LAM FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER, WISCONSIN 870060-W APPLIED TO TOP EDGE OF BEAM,SUCH THAT THEREFORE,IN ADDITION TO COMPLYING WITH THE DEFLECTION N.Y. STATE 518-91M&MC LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS N.Y. CITY 948-87-SM SUCH AS VIBRATION,BOUNCE AND AESTHETICS,SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT SUPPORT REACTIONS (LES): CASE B 8 A R I NG NUMB ER 1 2 1 4049 4049 MIN BEARING SIZES (IN-S%) 3- 0 3- 0 T3.500 11.875 1.750 CROSS SECTION MAXIMUM Vj9rLzUTI1Jzdb CALCULATED ALLOWABLE LIVE LOAD 0.51" 0.52" DEAD LOAD 0.29" 15- 6- 0 TOTAL LOAD 0.70" 0.77" Handling&Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications Louisiana-Pacific Corp. 11/08/94 SSBC Temporary and permanent bracing for holding component The use of this component shag be specified by the designer of 'Supports and connections for Gang-Lam LVL and LPI Joists to be Engineered Wood Products plumb and for resisting lateral forces shag be designed the complete structure.Obtain all the necessary code compliance specific applications. 9. and installed by others.No Wads are to be applied to approval and instructions from the designers of the complete common nails driven Parallel to glue Anes shag be spaced a minimum of 4-for the component until atter all the framing and fastening structure before using this component.If the design criteria 10d and 3-for 8d. 2706 Highway 421 North are completed.At no time shag bads greater than design fisted above does not meet local budding code requirements do 'Do not cut,notch,dmdl or after Gang-Lam LVL and LPI Joists except as shown Wilmington.NC 28401 bads be applied to the component. not use this design.When this drawing is signed and sealed in published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Lotusuma-Pacific Corp a approving only the structural design and LPt Jests contrary to the limits set torts hemon,negates any express National Wats (800)9W9`105 Design Criteria of the unit shown on the basis of data provided by the customer warranty of the product and Louisiana-Pacific Corp.disclaims all Mpged and shown on this drawing,Gang-Lam LVL and LPI joists are made warranties Including the Implied warranties of merchantability and fitness for DWG # The design and matedal specified aro W substantial without Camber and will deflect under bad,wood in direct contact a particular use. conformity with the latest revisions of NDS andARC. with concrete must be protected as required by rode,continuous Dead bad deflection Includes an adjustment factor for creep. lateral support is assumed(wag.Boor beam,etc.) SHEET # W/F#46424 GRANGER(ALMAND RES.)-G FL VEIZ.p4.IJ o.w _ 40TE: LOAD TABLE DESIGN CRITERIA : 0.61 1.THE GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1.OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. 2 BEAMS 1.75 X 11.875 GL3100-2.0 LIVE LOAD 40 PSF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. VERIFICATION OF LOADING DEFLECTIONDESIGN CONSISTS OF 2 - PLIES FASTENED DEAD LOAD . 15 PSF (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIMITATIONS,FRAMING METHODS.WIND TOGETHER (REFER TO NOTES). TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 13.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 260 PLF 0-0-0 12-0-0 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM LIVE 240 PLF 0-0-0 12-0-0 DEFLECTION CRITERIA LATERAL STABILITY.BEAM REQUIRES UNIFORM DEAD 136 PLF 0-0-0 12-0-0 CONTINUOUS LATERAL RESTRAINT OF TOP AND UNIFORM DEAD 98 PLF 0-0-0 12-0-0 LIVE LOAD DEFL: L / 480 BOTTOM EDGES. UNIFORM DEAD 80 PLF 0-0-0 12-0-0 TOTAL LOAD DEFL: L / 240 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. DURATION OF LOAD INCR: 0 4.SHIM ALL BEARINGS FOR FULL CONTACT, 5.VERIFY DIMENSIONS BEFORE CUTTING WARNING NOTES: GANG-LAM BEAM TO SIZE. LOAD SHARING: 0 3 MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE `••THIS DRAWING IS NOT TO SCALE•" GANG-LAM FLOOR BEAM.IT IS THE RESPONSIBILITY OF THE CODE COMPLIANCES PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, REPORT # NOTE FOR DOUBLE MEMBER AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED BOCA 85-23 TO CARRY THE REACTIONS OF THE GANG LAM BEAM AND PREVENT DADS COUNTY 90-0310.2 PLfESVIA I H Z ROM CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING BUD 1214A COMMON WIRE NAILS SPACED AT 12.00 INCH ClC. NUMBER 1,A SPRUCE PINE WALL PLATE WOULD REQUIRE A ICBO 4321 MINIMUM BEARING LENGTH OF 4-3[IN-SX). SBCCI 86215 DESIGN ASSUMES COMPONENTS CARRIED ARE WISCONSIN 870060-W APPLIED TO TOP EDGE OF BEAM,SUCH THAT ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. N.Y. STATE 518-91M&MC LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. N.Y. CITY 948-87-SM SUPPORT REACTIONS (LBS): CASE BEARING NUMBER 1 2 1 4881 4881 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 11.875 1.750 TM3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.24" 0.30• DEAD LOAD 0.23" 12- 0- 0 TOTAL LOAD 0.39" 0.60" Handling&Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications Louisiana-Pacific Corp. 11/07194 SSBC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of •Supports and connections for Gang-Lam LVL and IPI Joists to be Engineered Wood Products plumb and for resisft lateral forces shall be designed the complete structure.obtain all the necessary code compliance specific applications. g and Installed by others.No pads are to be applied to approval and instructions from the designers of the complete 'Common nail driven parallel to glue Ines shall be spaced a minimum of 4'for the component until after as the frertwig and fastening structure before using this component.If the design criteria I Od and W for ed. 2706 Highway 421 North are completed.At no time shall bads greater than design rated above does not meet local building code requirements do •Do not cut,notch,drill or aler GeV Lam LVL and LPI Joists except as shown Wilmington,NC 28401 bads be applied to the component, not use this design.When this drawing Is signed and sealed In published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Louisiana-Pacific corp is approving only the structural design and LPI,mists contrary to the limits set forth hereon,negates any express National Wats (800)999 9105 Design Criteria of the unit shown on the basis of data provided by the customer warranty of the product and Louisiana-Pacific Corp.discialms all Implied and sham on this drawing.Gang-lam LVL and LPI joists are made warranties inducting the Trow warranties of merchantability and Mrross for DWG # [O-e&ZdbWl"d�eftecEtlon speGl4d are in substantial without camber and w8 def d under bad.wood in direct coated a particular use. t revisions of NDS and RITC, with concrete must be protected as required by code,continuous udes an ad)ustrnerd factor for creep. latera?support is assumed(wall,floor beam,etc.) SHEET # VV/F#46424 GRANGER(ALMAND RES.)-H FL 0.17 ' VOP-94'1J LOAD TABLE DESIGN CRITERIA 0.1e NOTE: 1.THE GANG4AM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1).OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. 2 BEAMS 1.75 X 11.875 GL3100-2.0 LIVE LOAD 30 PSF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. VERIFICATION OF LOADING DEFLECTIONDESIGN CONSISTS OF 2 - PLIES FASTENg7 DEAD. LORD . 17 PSF LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOGET!9ER (REFER TO NOTES). TOTAL LOAD . 47 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX ROOF SPAN CARRIED 13.50 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 202PLF 0-0-0 11-0-0 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 115 PLF 0-0-0 11-0-0 DEFLECTION CRITERIA LATERAL STABILITY.BEAM REQUIRES CONTINUOUS LATERAL RESTRAINT OF TOP AND LIVE LOAD DEFL: L / 240 BOTTOM EDGES. WARNING NOTES: TOTAL LOAD DEFL: L / 180 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. 4.SHIM ALL BEARINGS FOR FULL CONTACT. ANCHOR GANG-LAM ROOF BEAMS SECURELY TO BEARINGS OR HANGERS. DURATION OF LOAD INCR: 33 % 5.VERIFY DIMENSIONS BEFORE CUTTING LOAD SHARING: 0 GANG-LAM BEAM TO SIZE. CODE COMPLIANCES : 6.THIS BEAM TO BE USED FOR ROOF ONLY. REPORT # MAKE PROVISION FOR ADEQUATE DRAINAGE. BOG 85-23DADE COUNTY 90-0310.2 HOD 1214A THIS DRAWING IS NOT TO SCALE"' ICBO 4321 SBCCI 86215 NOTE FOR DOUBLE MEMBER WISCONSIN 870060-W N.Y. STATS 518-91M&MC N.Y. CITY 948-87-SM COMMON WIRE NAILS SPACED AT 12.00 INCH C/C. `DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. SUPPORT REACTIONS (LBS): CASE BEARING NUMBER 1 2 1 1745 1745 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 11.875 1.750 T3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.07" 0.55" DEAD LOAD 0.06" 11- 0- 0 TOTAL LOAD 0.11" 0.73" Handling&Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications Louisiana-Pacific Corp. ++roTrJa 8580 Temporary and permanent bracing for holding component The use of this component shag be specified by the designer of 'Supports and connections for Gang-Lam LVL and LPI Joists to be Engineered plumb and for resisting lateral forces shag be designed the complete Widure.Obtain all Wood Products the necessary code compliance specific applications. and installed by others.No bads are to be applied to approval and Instructions from the designers of the complete 'Common nags driven parallel to glue Ines shag be spaced a minimum of 4•for the component urd air all the training and fastening structure before using this component. if the design criteria d lid and 3"for 8d. 2706 Highway 421 North are completed.At no lime shag bads greater than design rated above does not meet local building code requirements do 'Do not cut,notch,drill or ager Gang-Lam LVL and LPI Joists except as shorn Wilmington,NC 28401 bads be applied to the componeb. not use this design.When this drawing Is signed and sealed in published material from Louisiana-Pacific Corp.any use of Gang-Lam LVL Local (910)762-9878 Louisiana-Pacific Corp o approving only the structural design and LPt jaws contrary to the gmgs set brth hereon,negates any express NaBonal Wats (800)999 9105 Design criteria of the unit shoe^on the basis of data Provided by the customer warranty of the product and Louisiana-Pacific Corp.disclaims all Implied and shown on this draft.Gang-lam LVL and LPI joists are made warranties includig the implied warranties of merchantability and fitness for DWG # The design and material specified are in substantial without camber and will defied under bad,wood in direct contact a particular use. oonfarmgy with the West revisions of NDS and AITC. with concrete must be protected as required by code,continuous Dead bad deeectbn Includes an adjustment tactor for creep. lateral support is assumed(wag,floor beam,etc.) SHEET # WIF#46424 GRANGER(ALMAND RES.)-I FL V�e4.1.1 0.ro NOTE: LOAD TABLE DESIGN CRITERIA 0.10 1.THE GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ONLY VERTICAL LOADS N SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. 2 BEAMS 1.75 X 11.875 GL3100-2.0 LIVE LOAD 40 PSF VERIFICATION OF LOADING DEFLECTION aEsiGN CONSISTS OF 2 - PLIES FASTENED DEAD LOAD 15 PSF (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIMITATIONS,FRAMING METHODS,WIND TOGETHER (REFER TO NOTES). TOTAL LOAD . 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY PT-IN-SX FT-IN-SX OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE 118 PLF 0-0-0 9-0-0 DEFLECTION CRITERIA 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD 66 PLF 0-0-0 9-0-0 LATERAL STABILITY. BEAM REQUIRES LIVE LOAD DEFL: L / 480 CONTINUOUS LATERAL RESTRAINT OF TOP AND TOTAL LOAD DEFL: L / 240 BOTTOM EDGES. WARNING NOTES: 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. DURATION OF LOAD INCR: 0 4.SHIM ALL BEARINGS FOR FULL CONTACT. ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. 5.VERIFY DIMENSIONS BEFORE CUTTING LOAD SHARING: 0 % GANG-LAM BEAM TO SIZE. CODE COMPLIANCES : '••THIS DRAWING IS NOT TO SCALE••` REPORT # BOCA 85-23 NOTE FOR DOUBLE MEMBER DADA COUNTY 90-0310.2 HUD 1214A ICBG 4321 COMMON WIRE NAILS SPACED AT 12.00 INCH C/C. SBCCI 86215 WISCONSIN 870060-W • DESIGN ASSUMES COMPONENTS CARRIED ARE N.Y. STATE 518-91M&Mc APPLIED TO TOP EDGE OF BEAM,SUCH THAT N.Y. CITY 948-87-SN LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. SUPPORT REACTIONS (LBS): CASE BEARING NUMBER 1 2 1 828 828 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 11.675T3.500 1.750 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.02• 0.22• DEAD LOAD 0.01• 9- 0- 0 TOTAL LOAD 0.03• 0.45" Handling&Erection Miscellaneous Information Gang-Lam LVL and LPI Joist Specifications 11/07/94 SSBC Louisiana-Pacific Corp. Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of •Supports and connections for Gang-Lam LVL and LPI Joists to be Engineered Wood Products plumb and for resisting lateral forces Mal be designed the complete structure.Obtain all the necessary code compliance specific applications. and installed by others.No bads are to be applied to approval and instructions from the designers of the complete `Common nails driven parallel to glue lines shall be spaced a minimum of 4'for the component until after ale the framing and fastening structure before usknp this component.If the design orkeda 10d and 3•for ad. 2706 Highway 421 North are completed.At no time shall bads greater than design Bested above does not meet local building code requirements do `Do not cut,crotch,drill or akar Gang-Lam LVL and LPI Joists except as shown Wilmington,NC 28401 bads be applied to the component. not use this design.When this drawing Is signed aro sealed In published material from Louisiana-Pactfic Corp.any use of GarQ-Lam LVL Local (910)762-9878 Louisiana-Pacific Corp Is appraft only the structuralm,ctural design and LPI Joists contrary to the knits set forth harenegates any express Design Criteria of the unit shown on the basis of data provided by the customer warranty of the product and Loulslena43adfic Corp.disdains all implied National Wats (800)999 9105 and shown on this drawing.Gang-Lam LVL and LPI Joists are made warranties including the Implied warranties of merchantability and fitness for DWG # The design and material specified Eno in substantial without ember and will deflect under load,wood in did econtact a particular use. conformity with the latest revisions of NDS and AITC. with concrete must be protected as required by code,continuous Dead bad deflection inckides an ad*pshnem or for creep lateral support is assumed(wale,floor beam,etc.) SHEET # V)1F-A 4 W,* S FL WOODFORD PLYWOOD,INC. Rep Andrews 0.99 aoTE_ `94" LOAD TABLE DESIGN CRITERIA 0.a 1.THE GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. 2 BEAMS 1.75 X 11.875 GL3100-2.0 LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION DESIGN CONSISTS OF 2 - PLIES FASTENED DEAD LOAD = 15 PSF LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOGETHER (REFER TO NOTES). TOTAL LOAD = 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX - OFTHEPROJECTARCHITECTORENGINEER. UNIFORM DEAD TOP 53 PLF 00-00-00 15-00-00 DEFLECTION CRITERIA 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM LIVE TOP 140 PLF 00-00-00 15-00-00 LATERAL STABILITY. BEAM REQUIRES UNIFORM LIVE TOP 180 PLF 00-00-00 15-00-00 LIVE LOAD DEFL: L / 480 CONTINUOUS LATERAL RESTRAINT OF TOP AND UNIFORM DEAD TOP 82 PLF 00-00-00 15-00-00 TOTAL LOAD DEFL: L / 240 BOTTOM EDGES. UNIFORM DEAD TOP 80 PLF 00-00-00 15-00-00 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. DURATION OF LOAD INCR: 0 % 4.SHIM ALL BEARINGS FOR FULL CONTACT. 5.VERIFY DIMENSIONS BEFORE CUTTING WARNING NOTES: LOAD SHARING: 0 % GANG-LAM BEAM TO SIZE. MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE CODE COMPLIANCES 6.PROVIDE COMPRESSION EDGE BRACING AT GANG-LAM FLOOR BEAM.IT IS THE RESPONSIBILITY OF THE REPORT # 29"O.C.OR LESS. PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, BOCA 93-9 AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED DADE COUNTY 93-0709.01 •"THIS DRAWING IS NOT TO SCALE•'• TO CARRY THE REACTIONS OF THE GANG LAM BEAM AND PREVENT HUD MR 1214B CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING ICBO 4321 NOTE FOR DOUBLE MEMBER NUMBER 1,A SPRUCE PINE WALL PLATE WOULD REQUIRE A L.A. City RR 24854 MINIMUM BEARING LENGTH OF 3-7(IN-SX). SBCCI 9490 DESIGN ASSUMES COMPONENTS CARRIED ARE WISCONSIN 930021-W APPLIED TO TOP EDGE OF BEAM,SUCH THAT ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. N.Y. STATE 618-91M&MC LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. N.Y. CITY MEA 97-94-E GANG-LAM FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER, CCMC 11518R ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d THEREFORE,IN ADDITION TO COMPLYING WITH THE DEFLECTION COMMON NAILS ON EACH FACE STAGGERED AT LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS 12.00'C/C. SUCH AS VIBRATION,BOUNCE AND AESTHETICS,SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT.MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333"OR LESS. SUPPORT REACTIONS (LBS): CASE B E A R I N G N U M B E R 1 2 1 4012 4012 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 11.875 1.750 3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.35" 0.37" DEAD LOAD 0.36" 15- 0- 0 TOTAL LOAD 0.59" 0.74" Handling 8 Erection Miscellaneous Information Gang-Lam LVL,Re&Lam 11,and LPI Joist Specifications 11108/94 SSBC Louisiana-Pacific Corp. Temporary and permanent bracing for holding component The use of this component shag be specified by the designer of 'Supports and connections for Gang-Lam LVL,Redi-Lam Il,and LPI Joists to be pltarb and for resisting lateral fames shag be designed the complete structure.Obtain at the necessary code compliance specific applications. Engineered Wood Products and installed by others.No bads are to be applied to approval and instructions from the designers of the complete 'Common nails driven parallel to glue Ines shag be spaced a minimum of 4"fa the component until after all the framing and fastening structure before using this component.B the design criteria 1 Od and 3'for ad. 2706 Highway 421 North are completed.At no time shall bads greater than design listed above does not meet local building code requirements,do 'Do not cut,notch,Mil or alter Gang-Lam LVL,Red-Lam Ii,and LPI Joists Wilmington,NC 26401 bads be applied to the component. not use this design.When this drawbgg is signed and sealed except as shaven in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Lodsiana-Pacific Corp is approving only the structural design of Gang-lam LVL,Redi•Lam It.and LPI Joists contrary to the limits sd forth National Wats (800)999 9105 Design Criteria of the unit shover on the basis of data provided by the customer hereon,negates any express"many of the product and Louisiana-Pacllic and sloven an this drawing.GaWLam LVL,Redi-Lam II,and LPI Corp.disclaims at inpied w mantles including the implied warranties of The design and material specified are In substantial Joists are made witrout camber and will deflect Wer bad,wood in merchantability and fitness fa a particular use. DWG # conformity with the latest revisions of NDS and ARC. direct contact with concrete must be protected as required by code, Dead bad deflection Includes an adjustment fact"for creep. continuous lateral support Is assumed(wall,floor beam,dc.) SHEET # ONon MEMO 0 n-, o ImomN MEN MEMO 0 sic mom M No MEN mom IEEE MEM sm"Wilim mom N 0 jr f � ■ _ ,.,�. _ _. _ . .■s ■�c� i _ fir■■■■■ Ids i�� ■■■ ■■■■ ■ ■ ■ ■■■■■■ ■ ■ ■ r ■rr ��ir r ■ ■r■r r rrr r ■ r■ r■r r r - - .. ,,. . . .� : j� ,. . . ..- • r CZ's ■ ■ 12 i A Nil .I J� i iir , r � / J r I.i lia �ii1I� :.. �l ., l•` ■■ ■■ ■■■� ■ ■ ■ ■■ ■■■■ ■■■■■ ■ ■ ■■■■ 0 �■■■■■■■■■ ■■ . r __ - ■ ■ f� ■■■ ■ ME ■ ■ ■ ■■■ ■ ■ SEEN A MEMNON ME IIME MEN OMEN 0 ENO SESSIMMEM MMIR!". WON ME No MEN 0 so N 0 ENO moomm NOON WE NUNN 0 MEN ENO �4..tw1A M D LS�L.....,........, ._..... s�,eer w„ DATE IWILI.IAM I MATHIS & ASSUC kr'. 0. sox 9111 4� DATE 'r oN1 E VEDRA BEACH, FLORIDA 32082 pHF.GICF.O ilY-.------._-._----- tC17" ......... .. .� ............. . .. .................. .. w ......................... ................................. ....................... ............ ......................................... .......... ........... .............. ............ II I i I 1 ............ ......................... ... ` � r ........... ..... TABLE 1206,1 VELOCITY PRESSUFIE _ q IN POUNDS PER SQUARE FOOT Fastest Mile Wind Velocity In Mlles Per 110111' (from flgt.1re 1206.1 70 80 90 100 110 17_0 130 ...._............... * 0 1 b 1.0.3 13.4 17.0 21.0 25. 30.2 35,5 �_.».. ... .__.._._..._,� 16 10.5 i 3.7 17.3 21.4 25.9 30.8 36.2 i:..................._...__....»._....»._ c 17 10,7 13.9 17.6 21.8 2 31.3 36.8 __._... = 18 10.6 14'.2 17.9 22.1 26.8 31.9 37.4 «. 18 1 1.0 14.4 18.2 ?_2.5 27.2 32.4 38.0 l Q, 20 11,2 14,6 16.5, 27_.8 27.6 32.8 38.5 =-.... »•••..••••..•_•••-._•, 2� i 1.5 15.0 19.0 23.4 28.3 33.7 39.6 % 24 11.8 15.4 19.5 24.0 2_9.1 34.6 40.6 26 12.0 15.7 19.9 24.6 29,7 35.4 41.5 28 12.3 16,1 20.3 25.1 30.4 36.1 42.4 30 •12.5 16.4 20.7 25.6' 3 .Qj 36.9 43.3 W . .___._..... 35 13.1 17.1 21.7 26.8 32.4 38.5 45.2 40 13.6 17,8 22.5 27.8 33.6 40.0 47.0 46 14.1 18.4 23.3 28.7 34.8 41.4 48.6 - 50 14.6 19.0 24.0 29.6 35.8 42,7 50.1 ._.................._................ 66 14.9 19,5 24.7 30.4 36.8 43.8 51.4 1 60 16,3 20.0 25.3 31.2 37.8 44.9 52_.7 q pat=0.00256 V2(H(30)1/' ........._.. V -Fastest mile wind velooity In miles per hour determined from F igrnc 12.06.1 - "'� " fH - Meari height of the roof or 15 feet whichever is ltreater. 'I he save height may r »_.,,,., ., •„ be substituted for the mean roof height H if the 3nptination of the roof is not more _...... than 10°. A single value of q Is used for the entire bullding. A. I ._............. _.. _. r _ .. . ... .i ...... . I...- ..... .... _ »�......................_................................................ ......... ......... ........................�_ . 1 ........j.._..._.a .. ... __. .................................. ..._.... .... ...... ,........ ;. ...... ............ »... ... .... -- • / •�J� � ttlli�t5t tau .. ..._. _ or---- - -..— W'fLI.IAM ' MATI Its & Assoc: (aOX ISI t'S►I�I f E VEU;iA BEACH, FLORIDA 32002 o nv. — __ °^7e —"—"--"; — GOALO __ .. .............. ....................... .. 'a f . . G.... �.g.. ..1 ... Pfthsl ,,... ......_........... . ..... ...........�............ ......_ _....... ..... ........ ... ..... o �t O . �. .....I._...... . ._.�� 0 .......... ........sr._u .. . .... . ..... 4 .. ... ... I 41 : ..................... ..--......................... _....:.. ............ ...........: . . _ I.._..... t ...................{......................... �......._.. :................... _..._.....__.... .o. ._.... .�+.....c Sao . ..... ..�,. .., ?.....-.4. .. ..._.- _ ._.... .... . ... .. . ... 0 • i. �'V a . ; rz ►r.r.. �' ... .. ................... 1..... .... ...... ........ M� ......._. ...._.._ ......... ..... _ ................. ..._ .. ... . ..._ ._.... ._ . ......... .....__......... ._.... ......... ................................ ..... ...... _ �.... ... . ....�.__..l�c?�4 .._:�..Qrl ...... .... ._............7 ...... ..... .. aM o - , ....... ... _�.. ..... ........... ..... ......_ - - ....... .._._. .._ , ............ ...............__. t....... ............ _...... ...................... .........._ ............_._....... �......... _ ..................................................{.......... ... ...... ...... ..... .__.........._.........._.........__ ..__..__._.........:..........__..... ................._..... ........... .......................... .._..._....o....�. ....T...A.. . .... ...... ..... ! . ._._. ...__.._ ...................... ..... .... ...,,t t z ...._... .... _- ........_.. .... . ..._._ ................... . . . ..... ._. . ....... . .... ...... ...... .... ...... _ _.. _... .�........_►`l. ..-.........h ....... '�. _.. fZ ...... N....... qc� t- ....._._G.._.... ............ Rrz. . — . ......_L. _..... .__......... < l2 I MMS ! � +1 1.. ►a, . i ... .._t.. _ . . _ ......_ _.__... .��.{ r .. ........ ....... j <<-��--..;.�rf.. 7 .I. .... _ .. (... ....... !� . .. ._.. ... t y . . IA-1 'j.n H•1- r - OWNER BUILDER PERMIT AFFIDAVIT- Stbto of Florid• City of Atlantic Beach BEFORE ME, the undersigned authority, personally a`pearvd �o s r rr-r---- who upon 91sat beinv duly sworn. deposes ands-a-ys I. ,.-----r---• and the legal owner of the following property# Subdivision .---.._--•-- Block rrrrrrr.�r�y...rrwr Lots,,- •rrM_ .. . r AMA _-.Ir.t..r..rr.. .. I am applying for a building permit pursuant $.a %too Owner Builder exemption set forth in Florlde Statute, Section 469. 103. Florida law requires that =have been provided with the following DISCLOSURE STATEMEIITi DISCLOSURE STATEMENT 'State lav requires construction to be done by licensed contractors. You have applied for a permit under an ixemption to that law. The exemption allows you, as tho owner of your property, to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of 023.000.00 or less. The building must be far your use and occupancy. It way not be built for sal• or lessee If you sell or ieabe more than one building you have built yourself within one year after the construction is complete• the lav will presume that you built it for sale or base, which is a vielotisn of this enemption. Your construction must be done according to building codes and zoning regulationbe =t is your responsibility to make sure that people employed by you have licenses required by state low and by county or municipal licensing ordinances. I hereby eeknowledge that i have read the stove DISCLOSURE STATEMENT and that Z oomply with all the requirements for the issuance of an Owner-Builder permit. further, affiant soyeth not. ' Property Ow r Svorn to and subscribed Letore !f� this o�4-.. d y of ........... NOTARY RLIC {YY OF R�tir.k;'f DE=�CP.IPTIOH �j �t,"t� 11� _ ' Iconwlr.K►1Ui __131cck a........Sectio��ntt •---_.__ CSC 3 01994 II.t%FIC Ilk A�t'.�u/ II.rlt►k1!I% .t__t� � �A "s/ 7r vim/t¢ {'F.1.1.1'11().% .►v11It 247.481H► ;v Gds. inion• ��t __ z - Zoning r,. 247{Mt; itrrrt COMM, DESCRIPTION OF WORK )r AC�ressa:----------------------------------- If in aFLOOD HAZARD _______nreu complete page 3. Brief Descriptions_ -� Clatrc of Work t ` thew/iiemodel/Addition)_ ___ _____ OIIING INFORMATION Type of Constructiont __-__-_--_ o;,i ng Proposed istr:ct: Use s- �'-��"f�� Estimated Value g Z-1� 000 xceptions or •riances Grantedt------------------------- liolid or Filled ------------------------------------------ GroundtC.a�/jL�--Root:J= OWNER INFORMATION Method of Heatings_ 2_A�. � _ Propert y Ovnar t_AM k6r- -------- Phone t - Mailing Address--- ��-�/5s•.J�S!�j� ��--�LIL--------------- --- ------------ Zip:--`�-Z== =3----- CONTRACTOR I-NFORHATION Cantr4ator.s_�GE2.cxll:_ ��e Y,=-----------..__------- Phone:------------- , Mailing Addrepat------------------------------------------------ ------------------------ ------------------------ zips- --------- - Expiration License Numbers----------------------------------------- Datet------------ I NtMC@T CCRTIrT TWAT t HAYC MCAD AND CRAMIRED THIS AreLICATION AND RI/Ov T14C34R£ TV to f AMD CORRECT. ALL PROVISIONS OF THE LAMS AND OMDIHANCES GOVERNING T141S TYPE r•► wrM CI LItO YtTN, vMETHER IWCCIrSrD 149111610OR ROT. TNS CRANTI04U UP A PERMIT M!; N•JI IIt' ~ '.r aIYit AUTNORJTY TO Y20LAT6 ON CAMC" TUE rLI RUYISJONS Or ANt! FBUh:RAL. STATE ON LCA:AL t ��), R• RCGULATION3. ORDINAMCr.S, OR LAWS IN ANY MANNER. INCLUOINO TUC COWNHIMn OR Cn11.TR:,: r1(- .:<_ PERr'cRRANCE or coms?"cTIOM or TUc FRo]ECT. I UNUCRLTAND THAT TNR r::::UANCL (If tr-: r'i,c CONTINUEIAT UPON THE ANOYL #4"ONATION SCINo TRUE ANO CORRECT ANO THAT THE PLAN. AHD r'r DATA HAVE DELM OR SHALL ME PROYJOCO A8 REQUIRED. Owner Signature r Contractor aipnsturo ___ !Talc L-�j>4 ----- . ._..- -- • - f (Urfiftrate of Orrut-nunru Atlantic +It# — Nloriba Department of Nutlbing inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. r Use Classification_S Y,'7.910 Farji,l.y l*'.e:�' d4zl Ce Bldg. Permit No. r-f ih s Groupe,i° l`ic Type Construction Fire District `.t lant,4j-c 1Se icll j Owner of Building A o4 \ SlJk> A111'111(1'�A�clress a I Qh r' in B+'S's:e c: ('our Bu Address �F OJc:e., t f�,uu"ljty Atli tic Beach, F], 3?-233 Building Official Date: i POST IN A CONSPICUOUS PLACE i f 4& 4"4'c nCITY OF ri( 03 - Nfice of Building Official REQUEST FOR INSPECTION Date _ Permit No. Time Received PM.' Job Address — Qwner's Nam Contractor CONCRETE LECTRICAL PLUMBING MECHANICAL Framing ❑ Footing D Rough Wiring Ci Rough Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole I i Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place Ci Pre Fab /04-{. READY P INSPECTION A.M. Mon. Tues. Wed. j Thurs. Friday _P.M. i A.M. Inspectio4Mad (ItZ, InspectoFi al*f, Inspection y� ow,J F/�Orof Occupancy �ti�ell �4jr� a � 5110WI 5 5 1? dFty GJloc— Q. IUs 3, RI.VIM k'I,.r5T OF OWAN BREEZE; aS RECORDED IN PLAT OOK 46, PAWS 51 AND 511, bC THE CURPUNT PUBLIC ROCOROS OF DUVAI, CL`?Lik!'I.Tx', FLOP,I::iA. a V ;.'!,:•v',- ...fit:` . •. .. ..:�.•�i—'.tir .r:, ��. .�1:{f .�i� �•*�'`"xl fc«S .'K-4f Ay i � �6� r s ; �� ` 7 j -•' ,a> rea�... ,v f �_ `�i{1 .,,� � I "'4 'r , ,� •C r' F.d� I '{ rf•"'f. .TaE r.. � xaf>y� $- _ �+ a 1 Thl! 4fP1 Rr'i LIES IN FLOOD ZONE -X" ILI'• bl�^T•5 EY FEMOV AQPW RMSED APRM 17, 1981, 1�=,3N ( �� ' fpa t3 7�, _� t.._ Tt} �1 vl3 45 an-4 ^, pp 31 # 4 t n "I w{, Vic.. _F_z,- S i ; r • e► �'� _. i � `.,., ...v _�.,a� r ., .r { 5n -- r� .:' r .E�••.^.:"Y'r.TI� 8-2�95�v ^.. '' 'e l _ _._ .s ,.s.: S ` .ir°^:'+Ca:r..�7 •."^ -�'J'ldf'P'i THAT THI STANDAR .,.r.�.4'. i 'y� F OF LANG FLORIDA ~ _ i4 04 ADMINP51 I-Tl ii -i 5.. r.+ ...r 4...t c f., D U tl i�ci E N LAND V�l SURVEYORS _µA— _. E,B 6645 rf = U<'s:::.i ,i.: ., .,, . �'�r- i�� .,.x',..••' V Ui:tcS:J.`A•'7Lt£R`aG4, r2L45h:4 '52 24-)—.- ... ? -) 2 ( ? 2 �.:.a.•,.., s-__.;-.. t..r-..�..,. _..,.n.,= �,' fi .,�. ,'.t'rL.,O.<..�� !€7.4£r. ``. I ... 1"W1S PRINT IS EM 13c _ .;«aw,: vRev�`.,.�+.r. THIS SURVEY NOT VALID UNLESS e CITY OF �la� �S►'rac! - �Cc�ida. M SEMMOLE ROAD ATLANTIC BEACH,FLORA 322334445 TELEPHONE(904)247-SM FAX(}M)WSW NOTICE TO: Water Department FROM: Building Department , DATE: 8 -- y' yS Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address -7 9 Si el?, Buildi g Department CITY OF N 0- 1 6 4 9 9 ATLANTIC BEACH FLORIDA L/ � C2i�z NAME ADDRESS CITY L - 96 s� When Signed, Dated and Numbered, This Becomes an O 06WID 01 Rcpt: 0078498 MAKE CHECKS PAYABLE TO Received Pay=1000 1128 CITY OF ATLANTIC BEACH, FLORIDA TREASURER ______ _. r-� .1� � -.. 101 819� ? PAR{y€'( ''��M�Fyy�MT{111tw3iiF Bt1iNt } b F .Ner M A CN _R Lot ons, r., Tlife: 4/lik sectio Viajt : Su �0BRE71 bd r . . ,i t:x J Gal " x .00 AMA dll f WA CIV rks $0,00 �!gyy ` X a . yll��il "-1 � �% , ; � .tD�S a iTfiiiT 'Ai, a C . 44 s rb t 1 " + 0.00 r �t NOTICE r"+ALL CfJN�RizTE 1` �iNQ,J"QOTINOS MUST BIS URiNG. pER O VOio Six MONTHS AFTER i�aTB.��1SS IE E° :. ; N nnATIA ,RuesisH ANS M =iis wc� ctuti�►"Pus:c sic useBE A, up up Ary© AILiD`AwY> �r #7`ki >�ACTgR ?E t1ViE;R M :' u LIRE " � " H THE HCl Hsi I �S 1. , _ �"TMCFO" 3 ED AC�QFtpt,.�TO APOR©VEC) P: ICH ARE PART OF THiS P>=RANT SluB,JECT 13E VOCATION 08,iGABi: �PROIJOi LAW. A Li +iTtC H �:QING bEP RTlm OT h Wt BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 92233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. I. Street Address: LOCATION OF Intersecting Streets: Between S o L E 2 And BUILDING �� g r e Subdivision II. IDENTIFICATION --To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contractors Contractor (Print) I (%I S $ �� Mester Name of Property Owner Am O 5 fNl nJ l Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BE{' DOME ON C3 Electric THIS BUILDING OR SITE? . C3 Gas—C3 LP ❑ Natural ❑ Central Utility � ? IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT i10 Q Other -- Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATUZe WORK (Provide complete list of components on back of this form) sidential or ❑ Commercial ❑• Heat ❑ Space ❑ Recassed O Central O floor New Building Q Air Conditioning: ❑ Room ❑ Control ❑ Existing Building ❑ Duct System: Material Thickness ❑ Replacement of existing system Maximum capacity c.f.m. New installation(No system previously Installed) Q Refrigeration Extension or add-on to existing system C3 Other — Specify Q Cooling tower: Capacity g.p•m• ❑ Firs sprinklers: Number of heads ❑ Elevator ❑ Monlift ❑ Escolator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump (number) (1t«•IVed) (3 Tank, (number) Remarks L►6 containers (number) Q Unfired pressure Vessel 0-18–w- Permit Approved by Da 0ss aoi'lers Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ty A rovlsss Number Units Description Model Number Manufacturer ( ) �oy �� t K 'APs Cj{ ♦" e b a pQa� r x IRTIIEiT 8F 8Ui1: fi1G " -CITY AT A, TI, ' Add fiosaa, �. t t . . - mam, CR PTI N ons ir, ` ' Lot ; ` ian. "ad r bd v ��y CC SAE12t i , Po Amo TRAL ,:HEAT AND AIR 19 Ntw ZT040" PAXI LY RP it 04 . . P IP,"� i'V9 . 0 , ��; � FEE O. Tw IT Name ICU H ' i#. , ILIO I+ - Y4'' .. �. ♦ is NO'i iC -p-'ALL CONCRETE 1�1iitS;AND FOOTINGS MUST-BE INSPE�fi I��1�� t .F►�URI�t+ " Pi=KNIT V0I[D SIX MONTHS AFTER,f3A Is OF ISSt11r " tQiNE "MATERI�,;RUBBISHA,, , I Ei RI, FF�gM THIS WORK MUST-NOT$ PLAGI*b 1�1 I�USLiC SP ND MUSS BE, " CL AREi UP-ANQ��; AULED AWAY BY EiTl #tNTRACT©R OFi C1lVNR rf RE!, ' CAkAESU fk�INGTWICE ""E's S Eta ACCORI��I+±i�r TO APPR IEO F?L ANS WHICH ARE PART OF THIS PERMIT ANO AAJECT TO REt/OCA�SON FORS JON OF AP# LiCABLE PROD SIE�N sOF LAW. ` 3 a c,...t..,.s..a.�..a• ..�'..,..a. ,..�...x.,..., .,..,x,w ,. .nkz, au_.. ., .., ., , ,,,. .. _ „J._.. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATI.AOITIC 11"CM, FLMI A ss"ll APPLICATION FOR MECHANICAL PERMIT CALLA NUMBER IMPORTANT — /Applicant to complete all items in sections 1, II, 111, and IV. F-LL10 -,ateizG �-- CI►TION NSfnN Adbess: OF lefem4fi•g Streets: blweon Aad WILDING SYb•divisios IL IDENTIFICATION — To be completed by all applicants. I* censidersfion of permit given (a dotoq the work es doscrUd in the •boyo stofement we her •gree to perforin said work in occordence with tie ettecgpd plant and specific&ion •e s which ao o part hereof end in secordce with the City of Jock Me ordiaonces and stenderds of good prectice listed Morein. Noasa of moeheaisal ' No" of shown of Owner of M Ar"isod Agentw�wy,�.�-� Anki/wiN or bgis»er GW� INFORMATION A. ?"* hosting W; 8. Is OTHER CONSTWJCTIOn sans GONE On C iJl TNIS Wl6sn/s ON SITE T e5 (3 fm—O u O N•wni O CmArd UNigr O of IF YUJI, SIVE NIIMOM OF CONSTt IPPON PERMIT U O O1har — specify IV. 6010 APICAL l WftWn To M VWAUMD NA ON VII (► O"aptga Nal of com comate M Mak o ) tw or 13 com w tw 1 O sp«n O Roomed o' c.ilMl o Awa. �irll " 6" c.•ddia.il►gl O goal 1co" I [7 ftmm amft oeN syd.m: ,, ,I,I�lid y Y Oa s,IMM11s s1-18 1 l V mask•wm ap•cNy `CU?, WAL z"qW=WW&WsNW:ftp#0 Mshm p l u b iuMy WW~ Q Kohigatall« C3 ankim"am 1 or sddam to WmW4 @yet" Q CMliag 10-00: Gpssity s O oats►—SpsMty O Irina optinUen: Nom►or of b" t/Ms!►AtsE roll owloi wi oMLY O iaealitsa WNW �MsMrws+) Q Tarh (uwnrar) R.m.da Q L%"oftloaf town") UAW pa"m O seat.-. pwmq AM@ a IL. urr ALL tgtnpMtNT AM CONDMONDIC AND RURit UTWH EQtJlWW Z tr tlalb Weal Nadw Z CRAFTSMAN CERTIFICATE OTT Of ameowMLLE.RON" CNS RNCTIONLIFYING.TT"mIDUy This is to carhly that _�Y� s• Nd= __ has mat all the raq S"I'llMa M law Ond Ittla Board and is � candied as a --QgMt]y+ �jjCtO! Craft~unM 4 VI NoFOM; =M dit of Mau.. I Q/A: Rivercity G ; Do 03-25-94 I �4 c_. t IIII ISSUE DATE (MM/DD/YY) II C E R T I F I C A T E O F I N S U R A N C E �i II n 04/06/95 II II PRODUCER (THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS II INO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,II ,lmeB Organisation of Florida (EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW II I� 4494 Southside Boulevard #101 II P.O. Box 16327 I COMPANIES AFFORDING COVERAGE II Jacksonville, FL 32216 II (904) 645-3804 (COMPANY THE HARTFORD INSURANCE CO II R A INSURED ICOMPANY II II ILETTER B II JBI Construction Inc. ICOMPANY II P. 0. Box 56557 ILETTER C II II Jacksonville, FL 32216 ICOMPANY II ILETTER D II ICOMPANY II ILETTER E II COVERAGES ' II THIS 23 TO CERTIPY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THB INSURED NAMED ABOVE FOR THE POLICY PERIOD II II INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS II II CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. II EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ii I (ICO I I I POLICY I POLICY I II IILTRI TYPE OF INSURANCE I POLICY NUMBER (EFFECTIVE (EXPIRATION( LIMITS I I I I DATE I DATE I II II I GENERAL LIABILITY I I I I GENERAL AGGREGATE 1$ 1 000,000 II II A I 121 SBA EK 4696 102/01/95 102/01/96 I PRODUCTS-COMP/OPS AGGREGATE Is 1 000,000 II II I [X] COMMERCIAL GENERAL LIABILITY( I I I PERSONAL & ADVERTISING INJURY 1$ 500,000 II II I [ ] CLAIMS MADE [X] OCCUR. I �. I I I EACH OCCURRENCE Is 500,000 II II I [ ] OWNER'S & CONTRACTOR'S PROT.I I I ( FIRE DAMAGE (Any one fire) ($ 300,000 II MEDICAL EXPENSE(Any one person)($ 10,000 II II I AUTOMOBILE LIABILITY ( I I I COMBINED SINGLE II I I I I I LIMIT I$ II I [ ) ANY AUTO II I [ ] ALL OWNED AUTOS I I I I BODILY INJURY II I [ ] SCHEDULED AUTOS I I I I (Per person) II I ( ] 1$ HIRED AUTOS I [ ] NON-OWNED AUTOS I ( I BODILY INJURY II I [ ] GARAGE LIABILITY i i i I (Per accident) I$ II I II I I I I I PROPERTY DAMAGE it I I I I I I$ Ii II I EXCESS LIABILITY I I I I EACH OCCURBNCE II I [ ]umbrella Form I I I (_AGGREGATE I$ ii I [ ]Other Than Umbrella Form I I I I I$ I l II I WORKER'S CCOOMMPENSATION I I I I STATUTORY LIMITS ANDEACH ACCIDENT 1$ EMPLOYERS' LIABILITY I I I I I I I I DISEASE - POLICY LIMIT 1$ I I I I I DISEASE - EACH EMPLOYER I$ II I II I OTHER I I I I II II I I I i I II II DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS II II II I� CERTIFICATE HOLDER CANCELLATION II II II SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE II DUVAL CONSTRUCTION TRADES QUALIFYING BOARD II EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO II iiFORSYTH STREET II MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE II JACKSONVILLE, FLORIDA II LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR II iiII LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OF REPRESENTATIVES. II I II II AUTHORIZED REPRE3ENTATIVS /Tu�'L[1w1r� II II CITY OF oq&6x& Bd�wA-Qo" "'1Z Office of Building Official REQUEST FOR INSPECTION Date __ �y T .}� Permit No. Time /j/// A.M. Received P.M. Job Address Locality Owner's �(�G Name ''__ Contra BUILDING CONCRETE LECTRI PLUMBING MECHANICAL Framing Footing 0 Rough Wiring to Rough CI Air Cond. & ❑ Re Rooting — Slab ❑ Temp Pole Top Out ❑ Heating Insulation — Lintel O Final ❑ Sewer 0 Fire Place O Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. T Friday P.M. Inspection Made Inspector -c nal inspection ❑ Certificate of Occupancy ❑ w Date DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN !LADE AND ARE SATISFACTORY: �- -----------am"M------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, / t LD O INSPECTION DIVISION cc:FILE PSA f EPARTMENT OF BUILDING CITY OF ATLANTIC BIRCH 1, , ISPORMATION Pbtu*b83 ' BR9Ej tzZ COURT , ATL llTT'Crk, "ARA � 016i,3R�I�A� 2�3 Nom.." _�. » , ."� ' ER `� CI. ., . .__ crrat T' rz" ' ) Lotf Sootonf: BES T . . > c rr xcMl ., B A' ' 0 - hP. Z I C 'I C I ES N CURT PE D � Fp T " $0. 0 ONi $0. 00 e, AL xnd € 14 CEP K CAPITAL R ►�E', b. nwx€'"fir,x,Nei a w:1•.• � niaa�vn'ez5ueumu:&au4ks'w59mroroa,Rxfs�.rcwPyttY. L� ; 'WIV16A 32963 :BCT. F*'E C `' Q:C . C,H�ARG ao§*p,R Z9 .9' p*, Sem gxew .gem:..+xA'il !VA*4� ;NOT rf . A y£ L NOTICE, .ALL CONCRETE 3F�MS�1NO FOOTINGS MUST BE INP PERMITY010 SIX MONTHS AFTERDATA"+ Iw.I SC1Ir Jg UI bING MAT RdAL, RUBBISH AND:D SflIS FRC I T HIS 1NC3RK MUST IUt31'X31:f'[:A I D IN PUBLIC SPACE;AND MUS BE R D Up' NO F AtJLED AWAY B`!EITId�I~I=NTRACTOR OR OWNER ,. k" s, THE IVIIECHA NICS,LIEN LA IW' RESU 1�"��Y,0�0"PONGTWICEFO IIS ED ACCORDING TO APPROVED PLANS WHICH ARE,PART OF THIS PERMIT,ANIS SUBJECT TOR ATS F t.� 11 SAP# ICABLE PROVIS1� 3F LAW. AtLA . IC EIEACH"41 QJNG DEPARTMENT ;: 9 EItKt(? 10 00poI} is emlia CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 30B LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: Its 00, TELEPHONE NUMBER: STATE LICENSE NO: oor TYPE OF BUILDING: r TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS =.SHOWERS . 5 LAVATORYy "' WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS ' WASHING MACHINE FLOOR DRAINS _SHOWER PANS t OTHER 6 TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ --------r-------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST B= CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP — (904) ,247-5834 I CITY Oi ATLANTIC BEACH, FLORIDA Aon.,;-4 by APPLIC.ATIC)tU FOR ELt"-,CYRlCAL PERMIT TO THE Chi_F ELECTRICAL INSPECTOR: DATE: 2g 19 IMPORTANT NOTICE: - IN CC's SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HCREBY / ;REE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED FLANS AND SPECIFICATIONS, WH!CH ,.! E A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .—. ELECTRICAL FIRM: I MASTER ELECTRICIAN SIGNATURE JOUs3j Eye,"� N E I100VjA, AI ADDRESS: C2� �C�Fi*. �+,��Z� �+� RFD _BOX_._ BLDG.SIZE � BETWEEN: S3.. �..�.. RES. ( 1 APT. ( I comm. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( I OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( SIGNS ( ) SO. FT. SERVICE: NEW ( INCREASE ( I REPAIR ( ) FEE CONDUCTCR SIZE AN1P'S tQ COPPER ( ALUM. ( SWITCH ORL;--FAKER �2C) AMPS ( PH 3 Wl'Y&VOLT �" RACEWAY - EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEECERS NO. SIZE NO. _ SIZE NO. _ SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN ITOTAL _ j0-30 AMPS 91-100 AMPS. SWITCHES —__._.— ---- — INCANDESCENT -- _— -- --- FLUORESCENT & M. V. FIXED o.�oo AMPS. oven APPI !A,4r.ES BELL TRANSF. 1,1R -- H.?. RATING—~ — H,' R4TtNG CGNDITIONi(iG Cu`',?, MOTOR OTHEri N10TG.',.S AMPS CEIL HEf T_ KW-H-AT �.} OVER MOTORS H.P. VOLTAGE PHS NO. 1 H•p• VOLTAGE PHS "AI�CELL^.'�EOUS E t T'.4hSFORt�ERS: UNDER ;00 V. " j OVEii 6C3 V. CITY OF A TL,^\NTIC BEACH, .,FLORIDA Apw,,.dby APPLICAYIt:�►J FOR Wk-CYRICAL PERMIT TO THE Chi-F ELECTRICAL INSPECTOR. DATE: � � 19 �S IMPORTANT NOTICE: IN CC'N SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HCPCBY f•(;REE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, tiVdTkCH �.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRIC-ASL FIRM: MASTiELECTRICIAN SIGNATURE Ull—ib- ll '' N E t.7.)1�hsa 1� it-�cPv�c� ADDRESS BLDG.SIZE BETWEEN: RES. Q) APT. ( ) COMM. ( ) PUBLIC ( 1 INDUS..( ) NEW()CL OLD ( ) REW. i ) ADDl)'ION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW INCREASE 11 ? REPAIR ( ) FEE CO!Y_DUCTCR SIZE fU ANIPS G COPPER ( ALUM. c. 3J ®Q S'SITCH OR Ui•,EAKER _ AMPS {-_ PH 3 W ` ALVOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEECERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL__ RECEPTACLES CONCEALED OPEN 0.30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. _ E tO0 AM FIXED O PS. OVR _ 1 AF�t.!ANr-Es BELL TRANSF. k.iR H . RATING H.? RTI. 4 NG CONDITFONiNG CC`;?. MOTOR OTHEiR MOTG'S AMPS CELL HEAT_ KW-H--AT �•S TOVER MOTORS H.P- VOLTAGE PFIS NO. 1 H.P. VOLTAGE PHS MIFCELL VFOUS T',4h5FORlr,ERS; UNDER 300 V. OVEti EC:o V. 65 6 DE FENT OFBUIL i f * 40 18 Ai om It, I F A�L311 'CIC F CH Si LO OR EA Ass, of WAL DES Lo fo a � 2r 4:3rj6I' �I :torr ,094.04 DaeLM -R bon � a 41,, I3=` �IIT _ .. X33 Q0"`�ri. '. � y' N a fh y y +k �jINs _ 0s 40 C, P'I'E I 4V�, , .4xpv,�r .p,cxame=Wfttxg%w W a 4 CT $35 �. a " t Y N NWICE-- ALL,CCiN£RE'1'E EC?IM£AND F3QT#NCi$MEIST;ENS lB "# PERMIT V41�'SIX MONTHS AFTER MATE IUI* MATEMA ,RUBBISH ANIS ED SRi R �`HI,S WC'}Pl#(M�1 �j��,+i�t�tS JCPACE,Pcf�i3 MUS � UP AND MAULEC?"AWAY ICY ITH919 CONTRACTOR OR � • r � i rH loft as* PT� C9 F04 ED ACC©R©I�+TO APPR9VEn Pi:ANS,WN(CH ARE PART F'EtMIT ANIS SU8.i1*CT T4 REATfiON 4FICABLE't�RQVIStt NS C3F"1.AtN. 'GI 5 r ; i M womr r� CITY OF ATLANTIC BEACH PERMITT CALCULATION SHEET Address —"7/ Date /- 26 Heated Square Footage ?moo 8 @ $ °cper sq ft = $ -a,/,S& ca r a /Shed 606 @ $ ��' per sq f t = $ 10.600 Carport ,.. ;2S_15 C 5 �.3•`,` per sq ft = $ ,7c.. 5 Deck 5 $aper sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: S ,�2 D ,9-Y 3;6l'0 460,-"' $ Z160.�� Total Valuation lot $./00,cV0 3 Remaining Value $3 per thousand or portion thereof TOTAL BUILDING FEE $ 9 77 + 1/2 Filing Fee $ 412�6-" ( i) Fireplaces @ X15.00 $ 1-15, BUILDING PERMIT FEE $ 1353 ,� " WATER IMPACT FEE $ 630• SEWER IMPACT FEE $ e 2 5, WATER METER/TAP $ fps• oc� CAPITAL IMPROVEMENT $ SEWER TAP $ RADON (HRS) .0050 $ 7. 6-77, -76 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (i(-0'1) SURCHARGE .0050 $ -7 -OTHER $ GRAND TOTAL DUE $ S ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp & ;Swimmingpool - Septic Tank ; Well Sign Finish Floor Elevation Survey -/ ; Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY 6 BA (8) TUB OR SHOWER STALL (6) ' 0 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) 0 BATHTUB/SHOWER (2) URINAL WALL LIP (4) ___�__ SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _L_WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) Y WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) ___,__BIDET (3) 1, URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON .TET DRINKING FOUNTAIN (1/2) BLOWOUT (2) S LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS t '� @ $20.00 EACH JOB INFORMATION FLOODPLAZN DEVELOPMENT ZNFORMATIOU Type of Developments__ Flood Zone: �-'---------------- Required Lowest Floor Elevations (1!_o��G_------ If building is located within a flood hazard zone, o survey aut;t be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey in on Zile with the Building Department. COMMENTS% Applicant AcknowLodgement i X understand that the issuance of this permit to contingent upon the above information being correct and that the piano and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date...Iz8-9�_Applicant's Signature---------------------------------------------------- Department Use Required Lowest Floor Elevation __ ....r ww_w.r.rrr._r As Built Lowest Floor Elevation _________________ Survey Filed with Building Department ........... Building Ocpartwent Representative page 3 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST �* COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESC:RIPTIVES. --------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack: ( includes sliding glass doors) . --------------------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0.5 CFM per sq. ft . of door area: solid Adjacent Doors care, wood panel , insulated or glass doers only. Exterior Joints 606. 1 To be caulked, Basketed, weather--stripped or other-- & Cracks wise sealed. -------------------------------------------------------------------------------- PRAC:TIC:E #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING Exterior Walls 606. 1 Trap plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor .joint caulked or sealed. ---------------------------------------------------------------------------------- Exter icer Walls 606. 1 Penetrations, .joints and cracks on interior surface & Ceilings caulked, sealed or gask:eted. ------------------------------------------------------------------------------------ DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ----------------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doers and flue dampers. ------------------------------------------------------------------------------------ E xhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1. A.2. --------------------------------------------------------------------------------------- Combustion 606. 1 Be in unconditioned space (except direct vent ) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. _ ** OTHER PRESCRIPTIVE MEASURES (must be met car exceeded by all residences. ) *-�__ - __.. Water Heaters 61'.x. 1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. -------------------------------------- YN+ Swimming Pools 61 :. 1 Spas and heated pools must have covers (exceptsolar- & Spas heated: . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . Shower Heads 61:x. 1 Water f low must be restricted to no - � morethanw � 3gal --� lens per minute at 80 PSIG. HVAC: Duct 610. 1 All ducts, fittings, mechanical�equipment�and�plenum� Construction chambers shall be mechanically attached, sealed, ins.- Insulation °< ulated and installed in accordance with the criteria Installation of Section 610. 1 . ABC. ' & 610. 1 . ABC. 3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ---------------------------- HVAC: Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604. 1 Ceilings minimum R--19. Common�Walls Y-^ Frame�R-•-11�or�� 602. 1 CBS R--3 both sides. Common ceiling & floors R--11 . a4•�••�•�•�-��••�ae•�a��•�••x•�•�€••�.*..�..�..�..�••a��•aa••�••x•�•a�•�••�•a�a�••x•a�•�•a�a�•�••�••�•a�at••�•*•�••�•�aea��••�••�•�••�•et••�•�•�•�•a4••�•�•��••�a4•a�•�••�•x••�at••�•�•�•x•aE•aE• SUMMER CALCULATIONS a��•�•aE••��•aE••�•�•��••�•�••�••�••��••�•�•�•aE•a�af••��•�•x•aE•aE••�aE•�•�a�•�•�•��•�•�•�•�aE••�*�**��a��••�a�*a�a�•�a�•�•�a��a�•�•�•�•�•�aE••��••��••��•�• BASE ___ ; ___ AS-BUILT GLASS---------------- ; ORIEN AREA r BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF POINTS _N__ 242.00_. ..____65. 8 J. 8_ 15923.6 1 DBL CLR N 18.0 38.3 .69 475.7 1 DBL CLR N 58.0 38.3 . 71 1578.9 DBL CLR N 99.0 38. 3 .96 3640.0 DBL CLR N 15. 0 38.3 .86 495.8 DBL CLR N 20.0 38. 3 .76 581.4 DBL CLR N 32. 0 38.3 .91 1114.3 E 203. 00 65. 8 13357. 4 1 DBL CLR E 56.0 79. 7 . 91 4046. 6 6 DBL CLR E 40. 0 79. 7 . 87 2784.2 DBL CLR E 10. 0 79.7 .72 570.9 DBL CLR E 36. 0 79. 7 . 95 2736.4 DBL CLR E 12. 0 79. 7 .65 618.5 DBL CLR E 45. 0 79.7 .92 3295.2 DBL CLR E 4. 0 79.7 . 65 206.2 S 92. 01 65.8 6053. 6 1 DBL CLR S 12. 0 66.2 . 92 731 .7 DBL CLR S 25. 0 66.2 .87 1441 .7 DBL CLR S 12. 0 66. 2 . 75 599.2 DBL CLR S 10.0� 66. .82 541.4 DBL CLR S 18.0 66. 2 .93 1102.2 DBL CLR S 15. 0 66.2 .75 749.0 W 157. 00 65. 8 10330. 6 1 DBL CLR W 21 .0 79. 7 .96 16�X7.3 DBL CLR W 21 . 0 79. 7 . 96 1607.3 DBL CLR W 28. 0 79.7 .95 2128.3 DBL CLR W 24. 0 79.7 .89 17��5.9 1 DBL CLR W 10. 0 79.7 . 82 651 .3 DBL CLR W 15. 0 79.7 . 85 1015.6 DBL CLR W 4.0 79. 7 .72 228.4 DBL CLR W 4. 0 79. 7 .72 228.4 1 DBL CLR W 15.0 79.7 . 85 1015.6 DBL CLR W 15. 0 79.7 .85 1015.6 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR t TOTAL GLASS = ADJ. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 3,200. 00 694. 00 .693 45, SSS.20 31 , 662.96 3S,513.40 NON GLASS-•-------.-___ AREA x BSPM = POINTS 0 TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS--__-_----..--__-..--.__ Ext 3475.0 . 9 3127. 5 1 Ext Wood Frame 19. 0 3475. 0 . 90 3127.5 Ad.j 45. 0 . 7 31 .5 1 Ad j Wood Frame 19. 0 45. 0 . 40 18.0 DOORS--_-___-_---------- Ad j 18. 0 2. 4 43. 2 1 Ad j Wood 18. 0 2.40 43.2 CEILINGS------------- UA EILINGS.-_-__--------- UA 1702.0 . 6 1021 . 2 ! Under Attic 30. 0 1702. 0 . 60 1021 .2 FLOORS.._............._._._ ---__---_ SI b 204. 0 -37.0 --7548. 0 1 Slab-on-Grade . 0 204.0 •-41. 20 -8404.8 INFILTRATION-_____-____ 3208. 0 8.0 25664.0 1 Practice #2 3208. 0 8.00 0 25664.0 TOTAL SUMMER POINTS 54, 002. 36 i 59, 982.50 TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDI1 = cuuLImU SUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 54,002.36 . 37 19, 980. 88 | 59, 982.50 1 . 00 1 . 120 . 340 .817 18,661 .37 =============================================================================== ###•iF•3F#•#•###•DE##########•iF•1F###•3F#iF#•§F•3F###•lE#####•iF####•iE•3E#3F#•3F########•14••lf•#if•1k••tF#####•1F#•1F•lE••)f•##•Df• WINTER CALCULATIONS BASE ___ --= AS--BUILT GLASS--_--_-.----------..... ORIEN AREA x BWPM = POINTS 1 TYPE SC: ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 242. 00 -10.6 -2565. 2 1 DBL CLR N 18. 0 7. 3 1 .48 194.5 DBL CLR N 58. 0 7. 3 1 . 44 609.0 DBL CLR N 99. 0 0 7.3 1. 06 766. 1 DBL CLR N 15. 0 7. 3 1 .20 131 .5 DBL CLR N 20. 0 7. 3 1 .37 200.2 DBL CLE: N 32. 0 7. 3 1 . 13 264.3 E 203.00 -10. 6 -2151 . 8 1 DBL CLR E 56.0 -9.2 .74 -379.5 DBL CLR E 40.0 -9.2 . 65 240.4 DBL CLR E 10. 0 -9. 2 . 24 -21 .7 .7 DBL CLR E 36.0 -9. 2 .86 -285.2 DBL CLR E 12.0 •-9. 2 .01 .7 DBL CLR E 45. 0 -9.2 . 77 _.-317.5 DBL CLF: E 4. 0 -9. 2 . 01 .2 S 92. 00 •-10. 6 -975.2 1 DBL CLR S 12.0 --28.4 .96 -328.8 DBL CLR S 25.0 -28. 4 . 94 -670.6 DBL CLR S 12. 0� --28. 4 . 85 -291 . 1 DBL CLR S 10. 0 -28. 4 . 91 -•-257. 6 DBL CLR S 18.0 -28. 4 . 97 •-494.2 DBL CLR S 15.0 ....28.4 .85 --363.9 W 157. 00 -10. 6 -1664. 2 1 DBL CLR W 21 .0 -9. 2 .88 -•-170.2 DBL CLR W 21 .0 --9. 2 . 88 -170.2 DBL CLR W 28.0 -9. 2 .86 221 .8 DBL CLR W 24.0 -•-9.2 . 70 -154.5 DBL_ CLR W 10.0 ..-9. 2 .51 ••-46.7 DBL CLR W 15.0 -9. 2 .59 -81.7 DBL CLR W 4.0� --9.'2 .24 -8. 7 DBL CLR W 4.0 --9.2 . 24 -8.7 DBL CLR W 15.0 -9. 2 .59 --81. 7 DBL CLQ: W 15. 0 -9.2 .59 -81 .7 -------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = AD J. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 3, 20S. 00 694. 00 . 693 -7, 356. 40 -5, 100. 72 1 2, 51:x. 0.7 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------- -------- WALLS-_----__-.--._---__._-_--_ Ext 3475. 0 2. 2 7645. 0 1 Ext Wood Frame 19.0 3475.0 2. 20 7645.0 Ad.j 45. 0 3. 6 162. 0 1 Ad j Wood Frame 19. 0 45. 0 2. 20 99.0 1 DOORS---------------- 1 Ad j 1.8. 0 11 .5 207. 0 1 Ad j Wood 18. 0 11 .50 207.0 CEILINGS------------- UA :EILINGS--------•---.--- UA 1702. 0 1.2 2042. 4 1 Under Attic 30.0 1702.0 1 . 20 2042.4 FLOORS_..---------.-_..-.---- Sl b 204. 0 8.9 1815. 6 1 Slab-on-Grade .0 204.0 18.80 3835.2 INFILTRATION----------- 32��8. 0 7. 4 23739. 2 1 Practice #2 3208. 0 7.40 23739.. TOTAL. WINTER POINTS 30,510.4a 1 35, 055.73 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 30, 510. 48 .55 16, 780. 77 1 35, 055. 73 1 .00 1 . 120 . 484 . 950 18,052.86 ` =============================================================================== •#••3E••#•##•DF•###•lE####•3F####•3F###•3f••34•##•D#•##•If#•DEdF•D€••#F##•3E•3E••3F•3E•1F#•lE•#######•1F•3F#####if•#######•lE####•)E•#•34•#•if•3E# WATER HEATING -_= BASE _-_ __= AS-BUILT =-- NUM-OF- x -MULT-------TOTAL-- 1 TANK VOLUME EF TANK x MULT x i_REDIT = TOTAL. BEDRMS 1. RATIO MULT -------------------------------------------------------------------------------- 4 3803. 0 15, 212. 00 1 50 . 90 1 . 000 3719.7 1 . 00 14,878.67 SUMMARY --= BASE _- - --= AS-BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS •= POINTS 1 POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 1'930. 9 16780.3 15212. 0 51 , 973. 64 1 18661 . 4 18052.9 14878.7 51,592.90 # EPI - 99.27 # ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99. 3 DCA Form 600A-93 or Form 600B-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. . . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- | INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling v R-Value. . . . . . . . . 30. 0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 19. 0 | --------------------X | R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 | X-------------------- | AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17.0 SEER/EER. . . . . . . . . . . . . . . . . . 10.0 | X-------------------- | 9. 7 EER 16. 0 HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric COP/HSPF. . . . . . . . 7. 0 | X--------------------| 0. 78 AFUE 0. 90 Gas AFUE. . . . . . . . . . . . 0. 00 | --------------------- | WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 | ----X---------------- | 0. 54 0. 90 GasEF. . . . . . . . . . . . . . 0. 00 | --------------------- | 0. 40 0. 80 SolarEF. . . . . . . . . . . . . . | --------------------- | OTHER FEATURES. . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: - Sign ate: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ' I4r1. Ie IA* � �x��tx�t�e�rr��e�rta�xtt ..........r.,W.,W go �q t►1► The undoviVed hv4by infionM4 ON o w4wisd thatMnpro+0-nsnta will be made to certaln real property, and M secor hume with asall an 713.13 of ft Florids Statute,, Ow following information is stated in Nis NOTICE Of COMMENCEMENT. LOT 3, Plat book 46, Pages 51 & 51A. w«w«w.««N......www.NwM.«•ww.Nw..w«...a...n...wN«.»....Nw•w»w.NN.N.a..«««.«.a..»««.w•w.w..w..«r•ww«ww..».w.....• ................ w.•..r•.wo..wn•.N.w._..«w..ew.....N.N.«w•.»w.N.r.«•.«.ww.wwr...«.««N»o«... .................»..«.N«..N..«...w.N.wNw...w.w.r«NN+ .ww.w..ww«...r«w«.....w.N•.ww«.««NwN.r.wN«wwN........«..N......NN«.w»..NN......«.....»w.»...».» _...................................w««w.....w•..w.•.�.rN.«w..«•.N..N.N.wwwN................N.............N«m...•..a•w•wN.•«•w»wN... Arai of New two story framed home. `....N....N»....w.wN»».»N»N.N»..N»..N»•..N.»w......MWN.ho w «.M.M»•.YM.........N.«N....•«........«N.....NN»N •......... ...........w.»»«.w.NN..».N.N«.N.«.»N«..........NFw....w..«M.y.N.Nw.»».»».....»».......... .M...«.»wN«N»«N»»»..»» .......... ....»................N»...Nwww.w.........N.«w..w......wNN«NINMw»»N N»»»w»».».ww.w«w.wwn.•.w.•..NMN»N....... .»NNNw.....N«..«........«N»»N............ Amos Sue C. Almand, III OwnM........... w ... w....... «. N».w.w..............«........... 410 Garden Lane,. Atlantic Beach, FL 32233 . ..w.N.wwwNwwwr.Nr.w«N»•.uw...»..w..N»NNNw.. .wN.w..w.w..+r.www.�r.n.«.N.w«w»»«N..«. OwnWe Wale f in ale of*0 be' � w».wFee Simple «wN.»NN...»....... ...Nw«» w.NwNN»......N««.NM«....w. fee S v4&We holder$I odw dry owo HW"...........».N»».w«.... Same ...«.w.»..•.y.«..r..N»..»»N..».....w..............ww...»N.ww««N.Nw...w.»...wNN..wNNw•«.N»•««r«w....•..«....«...».»... A��........N.y...iw.N.w.»...ww...«•««.....«wNN.w.M....«NYr.N».NN»N.w»NNw.w...«.•Y...•yM.»wW.wM.NN.M. w.p..NN...«....MwN .«.«.w..Nw.»•..w..w.N.«wwNNNN....w.««Nww....«w.N.w.ww«..�w..+wN..»rN.+«w.«.«•..w Uri► None • of boW j..•w.w...w«Nw..«»w Now of Perm dr%ft of!Hili gWodW by wMMr"m vAen sst n or odw&ao ft wy be wnroi Hone. »,, Amos F. Almandy III ......w 410 Garden Lane, Atlantic Beach, FL 32233 ...w...wNNN..». ww«N.•«.w«•rww...««w.w..«wN•.........«.N..«. In addition to MnvW,owner dsOgna4a SW fopov*q pVW to reoaiw a copy Of ttw !.tenors Notice as provided in Section 713.13 lit (Ft, Florida StatutsL (FIN in at Owner's option). NrM•.....«NN...........N_ .�.w«...N.r..w«. »»w...Nw..wr..r.ww..•.w...«.N...w...»w.. "No SPOAS Pon Nesessum W"am'* . NM...►N•«..M«.A/...N..N.M...Y...Y.«MM....W NN....N.M..W...... ref..��-►`.l.r CITY OF ATLANTIC BEACH s} 800 SEMINOLE ROAD j gra ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028129 Date 4/21/04 Property Address . . . . . . 51 OCEAN BREEZE CT Tenant nbr, name 3/4 " IRRIG METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- ----------- ------ -- - -------- ---------------- AMOS & SUE ALMAND III OWNER 440 GARDEN LANE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/21/04 Valuation . . . . 0 Expiration Date . . 10/18/04 ---------------------------------------------------- ------------------------ Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND CONNECT TO THE PRIVATE PROPERTY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 X00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ), C.. � BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 Sy4 TELEPHONE.(904)247-5800 FAX:(904)247-5805 y, SUNCOM: 852-5800 http://ci.atiantic-beach.fl.us Date: 21 Dear Property Owner: The costs to connect your building to the City sewer and/or water system are.as follows: 3/4" 1 93 Sewer Tap—Labor and materials to tap into sewer main $ Water Tap—Labor and materials to tap into water main $ 525.00 560.00 Water Meter—Cost of Meter $ Cross Connection Inspection—Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees—Funds future expansion of the sewer plant $ Water Impact Fee—Funds future expansion of the water plants $ Capital Improvement—Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS 885.00 1145.00 If you have any questions concerning these charges, please call t e i ing department at 247-5826. Sincerely, Don C. Ford Building Official You must supply your own backflow preventer. CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24303 Address: 51 OCEAN BREEZE COURT- Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 . Class of Work:,ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY- Lot(s): Block: Section: Square Feet:. 'Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/19/2002 Name: MITCHELL, PAM Total Fees: 67.00 Address: 51 OCEAN BREEZE COURT Amount Paid: 67.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: ' 6/19/2002 Phone: OPO OQ0-0000 Work Desc: REPLACE HVAC CONTRACTOR(S) - ' ;. APPLICATION FEES OCEAN STATE HEAT&AIR 3 5 " r 67.00 - i.F' �* �' a' n st ! � "fr,j�.^�.z. !•Sda.2v.. w ,� _ X^ 1-i-mi _ x C h _ 4.yd - z NOT .BUILDING MATE SPACE,AND MUST BE CLEAR "FAILURE TO CO THE PROPERTY OWNE L ISSUED ACCORDING TO AP SUBJECT TO REVOCATION FOR VIOLATION OF APPLICAB - . INTIM T�I1: OC k wr: 1 Irma: iJ1lJ�iw/- Ainipt n: ims. H IFNs-IULIIMG 1 K7.N ATI& TIC BEACH ILDINGso 0=11111111K MINMI�iN CK'M= 17M1 aiM.M 71111111 doh: 6!19/12 Tire: 16O.W31 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC RGCN,FIARIDA Saasa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. • ' S V aCCZ (:,IrLOCATION Street Add/uu OF (ateneefing Street. Between -500-x uk)c L e- OeAca F'1 Q And 39"51. BUILDING . sYb�dlvltren II. IDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work at described In the above ttatament we hereby agree to perform said work in accordance with the attedrd plans and specifications which are a pert hereof and in accordance with the city of Jacksonvil(o ordinances and standards of good.procth:e listed therein. Nome of Mechanical contrecfen Contractor IMnt) -I Mahar A t4 6 4 C"4 Nara*of property Stvaahre of Owner gaetura of or AYtherfad Agent Atdifect or Engineer N(. INFORMA --� 7Tof M fYell B. IS OTHER CONSTRUCTION BEING DONE ON }� chic THIS BUILDING OR SITII ❑ Gas—❑ LF ❑ C3central Utility ' IF YES,GIVE NUMBER OF CONSTRUCTION ❑ Cil � PERMIT ❑ Other—specify IV.MECH/XICAL @;UtPMfiHT TO SE fNSTALM NATURE OF WORK (Pee"complete list of eomponenh on bad of this form) Residential or ❑ Commercial Neat ❑ Space ❑ Recessed 1* Central O Near ❑ New Building 9. Nr Cooddlesing: ❑ Room Control Exfatlnp Building ❑ Ooct Syshnl. Matesiol Thha•-- �( Replacement of existing system MnrmYm eapaeth/ e.f.ea. ❑ New Installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ Itism"wlioa . ❑ ether—specify r Cl Gosliarg lower. capacity 94LM r r ❑ pre sprinusess NYrnMr of head ❑ Heeler Q Manllft ❑ faulatoe Inambar) THIS SACS POR OFFICE USE ONLY ❑.8eeagne pYN�e (nYnsber) (Re.ef.ed) . ❑ Tam (nYmbN) Remeskt ❑ Lp'G cenhtaars_ (swmber) [] Unfired prawns w«« Permit Approved by beta. ❑ bile» Q Other—'SwJfY permit Foe LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Ca Agprovf Me" Manufacturer NumberOda Desorpton TO") I AEwer LSF UAP` MI2AnNG.FURNACES,Bona,FfRF.PI.ACES 00ponity App-Ift Number Vdto L"GrIption Ho"Number i(aautaldurer IBM) A90Wf�. ai At N L' Tau SANIS now Many Nasrinail t}paclty Ty ps LtgW4 Name of serw AP�t .reed Dlmaodow Contained XAMIJ!aottaee No. RIGHT-J CALCULATION PROCEDURES A,B, C, D Job #: ALMAND RES 10-14-94 Procedure A - Winter Infiltration HTM Calculation* ______________________________________________________________________ | 1 . Winter Infiltration CFM � | 0. 8 AC/HR x 15134 Cu. Ft . x 0. 0167 202 CFM | | | | 2. Winter Infiltration Btuh | | 1 . 1 x 202 CFM x 38 Winter TD = 8451 Btuh | \ | | 3. Winter Infiltration HTM | | 8451 Btuh / 484 Total Window = 17.5 HTM | | & Door Area | ______________________________________________________________________ Procedure B - Summer Infiltration HTM Calculation* ______________________________________________________________________ | 1. Summer Infiltration CFM | | 0.4 AC/HR x 15134 Cu. Ft . x 0.0167 101 CFM | | | | 2. Summer Infiltration Btuh | | 1 . 1 x 101 CFM x 19 Summer TD = 2113 Btuh | | | | 3. Summer Infiltration HTM | i 2113 Btuh / 484 Total Window = 4. 4 HTM | � & Door Area | ______________________________________________________________________ Procedure C - Latent Infiltration Gain | 0. 68 x 49 gr . diff. x 101 CFM = 3368 Btuh | ______________________________________________________________________ Procedure D - Equipment Sizing Loads ______________________________________________________________________ | 1. Sensible Sizing Load | | | | Sensible Ventilation Load | | 1 . 1 x 0 Vent . CFM x 19 Summer TD = 0 Btuh � � Sensible Load for Structure (Line 19) + 36791 Btuh | � Sum of Ventilation and Structure Loads = 36791 Btuh � � Rating and Temperature Swing Multiplie x 1. 00 RSM � } Equipment Sizing Load - Sensible + 36791 Btuh � | � | 2. Latent Sizing Load | | | | Latent Ventilation Load | | 0.68 x 0 Vent .CFM x 49 gr . diff. = 0 Btuh � | Internal Loads = 230 x 8 No. People + 1840 Btuh | | Infiltration Load From Procedure C + 3368 Btuh | | Equipment Sizing Load - Latent = 5208 Btuh | ______________________________________________________________________ *Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RIGHT-J: V1 . 70 S/N 2465 Printout certified by ACCA to meet all requirements of Manual Form J � / RIGHT-J LOAD AND EQUIPMENT SUMMARY ��|�� `=-`�� 10-14-94 For : NIHOUL DEVELOPMENT 296-1544 By: SCOTT AIR TECHNOLOGY, INC. 3645 ST AUGUSTINE RD. JACKSONVILLE FL 32207 348-0900 Job #: ALMAND RES Wthr : Jacksonville-AP Fl- Zone LZone : ZONE 1 WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 38 Deg F Design TD: 19 Deg F Daily Range M Rel . Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 34670 Btuh Structure 36791 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3. 0 Deg F Design Heat Load 34670 Btuh Use Mfg. Data n Rate/Swing Mult . 1 . 00 Total Sens Equip Load 36791 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 0 Internal Gains 1840 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 3368 Btuh Area (sq. ft . ) 1682 1682 Tot Latent Equip Load 5208 Btuh Volume (cu. ft . ) 15134 15134 Air Changes/Hour 0. 8 0. 4 Total Equip Load 42000 Btuh ` Equivalent CFM 202 101 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model TWR042 Model TWR042 Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF 10. 0 COP/EER/SEER 7. 0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1967 CFM Actual Cooling Fan 1967 CFM Htg Air Flow Factor 0. 057 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat MANUAL Load Sens Heat Ratio 88 ' MANUAL J: 7th Ed. RIGHT-J: V1 . 70 S/N 2465 Printout certified by ACCA to meet all requirements of Manual Form J Job #: ALMAND RES Zone: ZONE 1 10-14-94 ----- MANUAL J: 7th Ed. ---- RIGHT-J: 1 .707 .................... S/N 2465 --- Page 1 ---- t 11 Name of Room � Entire House \ LIVING ROOM | | 21 Running Ft . Exposed Wall | 202.0 Ft . 54.0 Ft . \ \ 3| Room Dimensions, Ft . | ( 20.0 x 27.0 Ft . i | 41 Ceilngs, Ft | Condit . Option ! 9. 0 | 1 9. 0 | heat/cool | | |_______ __ _ ________ | ____________________ ______ ___________________________ _ | TYPE OF | !CST . HTM | Area | Btuh | Area | Btuh | | EXPOSURE I. |NO. �Htg ', Clg ]Length . Htg | Clg ! Length ! Htg | Clg | | ________________------------------------------------| -------------------- | | 51 Gross � a� 12H1 2.31 1 . 4 \ 17551 **** | **** | 4861 � | Exposed | b | 13H | 0. 61 0.8� 63( | 0| **** | **** \ | | Walls and | c1 | 0. 0 | 0. 0 : 0 | **** | **** | 0| | | Partitions | d | | 0. 0| 0. 0 | 0 | **** | **** | 0| **** | **** | | | le | | 0. 0 | 0.0 | 0 | **** | **** | 0 | **** | **** | � | If | � 0. 0| 0. 0 | 01 **** | **** | 011 **** \-------------------------------| ----------------------- - -------------------- | 1 61 Windows | a | 3C1127.611 ** � 1631 44911 **** | 581 1598| **** | | | & Glass |b ! 3C127.6| ** 1 2431 66951 **** | 991 27271 | | Doors Htg. | c | 3C |27. 6| ** | 3911 10741 **** 1 211, 5791 **** | | | | d | 3C | 27.6 | ** | 211 579 | **** | 21 | 5791 | | | e | 31--* | 27. 6| ** | 0| 0 | **** | 011 0 | **** | | | | f | 3C | 27. 6| ** | 0 | 011 **** | 0 | 0 | **** | \ ------------------------------- | -------------------- | --------------------| | 7 | Windows \ North \ 21 .0| 1751 **** | 3675| 157| **** | 3297 | | 1 & Glass � NE&NW � 0.01, 0| **** | 0 \ 0| **** | 0; | | Doors Clg. | E&W (70. 0 | 2361 **** | 165201 421 **** | 294011 | | | SE&SW | 0. 0 | 0 | **** | 011 0( **** i O� | } | South | 36. 0 | 551 **** | 1980 | 01 **** | 0| | | | Horz 1 0.0 | 0 | **** } 0 | 01 **** | 0| ____________________ | 1 81 Othr doors | a\ 10D117.5110. 41 18 � 315 | 187 | 0 | 0 | 0| i | �b \ | 0.01. 0.01, 011 01. 011 011 01. 0 | | ___........_______...... ________________- |--------------------� --------------------| | 9| Net | a | 12H | 2. 3| 1 . 41 12891 29391 1748t 2871 654 | 389\ | | Exposed 1b | 13H | 0. 61 0. 81 45 | 27 | 38 | 0 | 011 O\ | | Walls and | c | | 0. 0 | 0. 0 : 0 | 0 | 0 | 0 | 0 | 0 | | | Partitions | d | | 0. 0| 0. 0| 0 | 0| 0 | 0 | 0| 0| | e ! 1 0. 0| 0. 0 | 0 | 0 | 0 | 0 | 0 | 0| \ \ | f \ i 0. 01. 0. 01, 011 011 01. 0 | 0 | 011 i ----------------------------------- �---------------------\ ----------------------� 11011 Ceilings 1, a | 166( 1 . 31 1 .41 1682t 21091 23861 5401 67711 76611 10i| 0. 0! 0. 0 | 0 | 0 | 0 | 0 | 0 � 0\ | | | c | | 0. 0 | 0. 0 | 01. 0| 0 | 01. 011 0i |----------------------------- ______| ___------------------- | ____________________ | 1111 Floors 1a : 22A130. 81 0. 01' 206 | 6341 | O | 541 16621 0| | � �b � | 0. 0| 0. 0� 0| 0 | 0 | 0 | 0 | 0 | � | ' c � \ 0. 0\ 0.01. 011 0| 0 | 0| 0 } 0| |------------------------------------- -----------------------� | 12 | Infiltration a 1117.51 4.41. 4841 84511 21131 1991 34751 86911 ------------| ____________________ � ____________________ � 113 |Subtot Btuh Loss=6+8. . +11+12| **** | 33019 | **** | **** | 119511 **** | 1141 Duct Btuh Loss | 5% | 16511 **** ) 5% 1 5981 **** | 1151 Total Btuh Loss = 13+14 | **** | 346701 **** | **** | 125481 **** | -. -------------------- | -------------------- | 1161 Int . Gains: People @ 3001, 8| **** \ 2400� 31 9001, | | Appl . @ 12001 21 **** 1 240011 0| **** | 011 | 171 Subtot RSH Gain=7+8. . +12+161 **** | **** | 33447 | 91611 1181 Duct Btuh Gain | 10%| **** | 3345 | 10% | **** | 916 | | 19| Total RSH Gain = 17+18 | **** | **** | 36791 | **** | **** | 100771 1201 CFM Air Required | **** | 1967 | 19671 **** | 7121 5391 --- Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: ALMAND RES Zone: ZONE 1 10-14-94 ----- MANUAL J: 7th Ed. ---- RIGHT-J: 1 . 707 ---- S/N 2465 --- Page 2 ---- � 11 Name of Room | BEDROOM 4 & BATH | ENTRY | | 2 | Running Ft . Exposed Wall 32. 0 Ft . | 37.0 Ft . | � 3| Room Dimensions, Ft . 19. 0 x 14. 0 Ft . | 7. 0 x 15.0 Ft . | | 41 Ceilngs, Ft i Condit . Option | 9. 0 | heat/cool | 9. 0 | heat/cool i | ---------------------------------------------------- | -------------------- | | TYPE OF | | CST | HTM | Area | Btuh | Area | Btuh | | EXPOSURE | | NO. | Htg !Clg '.Length ! Htg | Clg | Length | Htg | Clg � | --------------------------------------------------------..........- | --------------------| | 51 Gross | a | 12H | 2. 31 1 . 41 2881 **** | **** | 270 | **** | **** | | | Exposed |b | 13H| 0. 6 | 0. 81 0| **** | **** | 63| | | Walls and | c | | 0.0 | 0. 0 | 0 | **** | **** | 0 | **** | **** | | | Partitions | d | | 0. 0 | 0. 0 | 0| **** | **** | 0| | | | e | It 0. 0 | 0.01 0 | **** | **** | 0| **** | **** | � | | f | | 0.0 | 0.01 0 | **** | **** | 0| **** | **** | ____________ | --------------------- | ----------------------| | 61 Windows | a | 31::| 27. 6 | ** | 281 7711 **** | 24 | 661 | **** 1 1 1 & Glass | b | 3C ! 27. 6 | ** | 121 331 | **** | 561 15431 **** | | � Doors Htg. | c | 31:: | 27. 6 | ** | 0 | 01 **** | 0 | 0 } **** | | | \ d | 3C | 27. 6 | ** | 0 \ 0 | **** | 01. 0 ; **** | | | | e | 31:: 127.6| ** | 0 | 0 | **** | 0| 0 ( **** | i i | f | 3C | 27.61 ** | 0 | 01, **** | 0 | 0 | **** | | ------------------------------- | -------------------- | --------------------| 1 7| Windows | North | 21 .0 | 0 | **** | 0 | 01 **** | 0 | | | & 131 ass | NE&NW | 0. 0 | 0 | **** i 0 | 0| **** | 0 | | | Doors Clg. | E&W | 70. 0 | 28 | **** 1 1960 | 80 | **** | 56001 | | | SE&SW � 0. 0 | 0 | **** | 011 0| **** | 0| � | | South | 36. 0 | 12 | **** | 432 | 0 : 0| | | \ Horz | 0. 0 | 0 | 0i 0 : **** | 0 | ------------------------------- ( -------------------- | -------------------- | | 81 Othr doors | a | 10D | 17. 5110. 4 | 0 | 0 : 0 | is ; 315 | 187; | | | b | | 0. 0 \ 0. 0 | 0 | 0 : 0 | 0 : 0 | 0| | 9| Net 1a | 12H | 2. 31 1 . 41 2481 5651 3361 190| 433| 258� | | Exposed | b | 13H| 0. 6 ! 0. 8 | 0i 0 | 0 | 45 | 271 381 | | Walls and | c | ( 0. 0 | 0.0| 0 | 0 | 0 | 0 | 01 0| | | Partitions | d | | 0. 01 0. 0 | 0 | 0| 0 | 0 | 0 | 0| | | |e | | 0. 0 | 0. 01, 0 | 0 | 0| 01. 01. 0| | | | f | | 0.0| 0. 0 | 0 | 0 | 0| 0| 0 | 0i --------------------------------1------- | 10 : Ceilings | a | 168 | 1 . 3 | 1 . 4 | 266 | 3341 3771 105 ; 1321 149| | | | b | | 0. 0 | 0. 0 | 0 | 0 | 011 0 | 0 | 0 \ | | | c | | 0. 0 | 0.0 | 0 ; 0 | 0 | 0 | 0 | 0 | | 11 | Floors | a | 22A130. 81 0. 01 321 '3351 01137 | 1139 | C) : | | | b | | 0. 0 | 0. 0 : 01. 0 : 011 0 | 0i 0| 0. 01 0. 0 : 0| 0 ; 0 | 0 | 0 | 0 | ' 1121 Infiltration a 1, 17. 5 | 4. 41 40 | 698 : 1751 98 | 1711 | 428: | ------------------------------- | ---------------........ .....-- � -------------------- � | 13 | Subtot Btuh Loss=6+8. . +11+12 | **** | 36841 **** | **** | 5961 : **** | | 14 | Duct Btuh Loss | 5% | 184 | **** | 5% | 2981. **** | | 15 | Total Btuh Loss = 13+14 3869 \ **** | **** ) 62591 **** | |------------------------------- | -------------------- | --------------------| \ 16| Int . Gains: People @ 300 \ 1 | **** | 300 � 0 | **** i 0| | | Appl . @ 1200 | 0 | **** | 0 | 0 ( **** | 0 � | 171' Subtot RSH Gain=7+8. . +12+16 | **** | **** | 3580 | **** | **** \ 6659\ 118| Duct Btuh Gain | 10% | **** | 3581 10% | **** | 666 | | 19 | Total RSH Gain = 17+18 | **** | **** | 39381 **** | **** | 73251 120| CFM Air Required | **** | 2201 211 | **** | 3551 3921 --- Printout certified by Al--I.--'.A to meet all requirements of Manual Form J -- �� Job #: ALMAND RES Zone: ZONE 1 10-14-94 ----- MANUAL J: 7th Ed. ---- RIGHT-J: 1 .707 ---- S/N 2465 --- Page 3 ---- | 11 Name of Room | FOYER | UTILITY & HALL | 1 21 Running Ft . Exposed Wall | 3.0 Ft . | 0. 0 Ft . | | 31 Room Dimensions, Ft . 1 8.0 x 13. 0 Ft . | 8. 0 x 12.0 Ft . | | 41 Ceilngs,Ft | Condit . Option ! 9. 0 \ heat/cool | 9.0 | heat/cool | |---------------------------------------------------- | -------------------- � � TYPE OF | | CST | HTM | Area ( Btuh | Area | Btuh \ | EXPOSURE | | NO. | Htg :Clg | Length | Htg | Clg | Length ( Htg 1 Clg 1 | ---------------------------------------------------- | -------------------- | | 51 Gross | a112H| 2. 3 | 1 . 41 271 **** 1 **** | 0 | **** | **** | \ | Exposed |b | 13H| 0. 0 0.81 0 | **** | **** | 0 | **** | **** | | ( Walls and |c | | 0.0i 0. 0\ 0 ) **** I **** | 0 | **** | | | Partitions \d | | 0.0 | 0. 0\ & **** | **** \ 0| **** | **** | | | | e | | 0. 0 | 0. 0 | 0i **** | **** | 01 **** | **** | | | if ! | 0. 0 | 0. 0 | 0 | **** | **** | 0| **** | **** | |------------------------------- | -------------------- | -------------------- I | 61 Windows | a | 3C127. 61 ** 1 01 01 **** | 0 | 01 **** | | \ & Glass lb ! 3027. 0 ** | 0 | 0 | **** | O | 01 **** | 1 1 Doors Htg. I & 3C127. 61 ** 1 0 | 0 | **** | 0 | 0 | **** | | I 1d | 3027.61 ** | 0i 0| **** | 0 | 0 | **** | | | lei 3027.0 ** 1 0 | 01, **** | 0 | 01 **** | I | | f | 3C | 27. 6 | ** | 0i 0i **** \ & 01 **** | | ------------------------------- | -------------------- | -------------------- \ | 71 Windows | North 01 . 01 0 | **** | 0 | 0 | **** 1 011 1 | & Glass | NE&NW | 0. 0 | 0i **** | 0| 0 | **** | 0 | 1 \ Doors Clg. 1 E&W 170. 0 | 0 | **** | 0| 0 | **** | 0 | | | GE&SW I 0.0 | 0) **** | 0 | 0 | **** | 0 | | | | South 1.36. 01 0i **** ) 011 01, **** | 0( | | | Horz ( 0.01, 0 ! **** | 011 0| **** | 0 1 |------------------------------- | --------------------| --------------------| | 8 | Othr doors | 010017. 5110. 41 0 | 0 | 0 | 0 | 0 | 011 | | | b | | 0. 0 | 0. 0 | 0 | 0 | 0 | 0 | 0 | 01 \ ------------------------------- | -------------------- | -------------------- | | 9| Net \ a112H| 2. 31 1 . 41 27 | 62 | 371 0 | 0 | 0 | 1 | Exposed |b113HI 0.61 0.81 0i 0| 0 | 0 | 0 | 0| | | Walls and I& | 0. 0 | 0.0 | 0 | 0| 0| 0i 0i 0 ) | | Partitions | d | | 0. 0 | 0.0 | 0 | V 0i 0\ 0i 0 ; | | | e | | 0. 0 | 0. 0 | 0 | 0 ! & 0 ! 0 | 011 | | | f | | 0. 0 | 0. 0 : 0 | 0 | 0 | 0 | 0 ! 011 1------------------------------- | -------------------- | --------------- ----- | 1101 Ceilings 1016G| 1 . 31 1 . 41 104 | 130| 148 | 96 | 120 | 136 | | ( \ b | \ 0.0| 0. 0i 0 ! 0 | 0 | 0 | 0 | 0 | � | Ic � � 0.01, 0.01, 011 011 0 : 01. 0 | 0| | ------------------------------- |--------------------| --------------------| K1 | Floors |a | 22A | 30. 8 | 0. 01 3 : 92| 0 \ 41 1231 011 < | | b | | 0. 0 | 0. 0 | 0 | 0 | 0 : 0 | 0 ! 0\ I | | c | | 0. 0 | 0. 0 | 0 | 0 | 0 | 0 | 0 | 01 } ------------------------------- | -------------------- | -------------------- | 1121 Infiltration a 117.51 4. 41 0 | 0i 0 | 0 | 0 | 0| (-------------------------------\ -------------------- |-------------------- | 113 |Subtot Btuh Loss=6+8. . +11+12\ **** 1 2841 **** \ **** | 2441 **** 1 | 141 Duct Btuh Loss | 5% 1 141 **** | 5%1 121 **** | / 151 Total Btuh Loss = 13+14 1 **** | 2991 **** | **** | 2561 **** | 1161 Int . Gains: People @ 3001 01 **** | 0 | 0 : **** | 0| \ \ Appl . @ 12001 0 | **** | 0 | 1 | **** | 1200| 471 Subtot RSH Gain=7+8. . +12+161 **** | **** | 184 | **** | **** 1 1330, 118| Duct Btuh Gain \ 10%| **** \ 18i 10% ; **** | 1341 1191 Total RSH Gain = 17+18 1 **** | **** 1 2031 **** 1 **** ) 14701 |20| CFM Air Required | **** | 17 | 111 **** ( 151 79 � --- Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: ALMAND RES Zone: ZONE 1 10-14-94 ----- MANUAL J: 7th Ed. ---- RIGHT-J: 1 . 707 ---- S/N 2465 --- Page 4 ---- | 1 | Name of Room | DINING ROOM | HALL & STAIRS � | 2 | Running Ft . Exposed Wall | 29. 0 Ft . | 8. 0 Ft . � | 3 | Room Dimensions, Ft . | 12. 5 x 17. 0 Ft . | 8. 0 x 11 . 0 Ft . | | 41 Ceilngs,Ft 1 Condit . Option ; 9. 0 | heat/cool | 9. 0 | heat/cool | || ____________________________________________________ | ____________________ IBtuh TYPE OF 1 ! CST , HTM 1 Area | Btuh 1 Area 1 | ` | EXPOSURE | |NO. ! Htg |Clg Kength ( Htg | Clg |Length \ Htg 1 Clg \ | ---------------------------------------------------- 1 ____________________ � | 51 Gross | a | 12H | 2. 31 1 . 4 | 261 | **** | **** | 72 | **** | **** | | | Exposed | b | 13H | 0. 0 0. 8 | 0 | 0| **** | **** | | 1 Walls and | c | | 0. 0 | 0. 0 | 0 | **** | **** | 0 | **** | **** | \ 1 Partitions | d | | 0. 0i 0. 0| O ! **** | **** | 0 | **** | **** | i let i 0. 0 | 0.0| 0| 0| i | f | ( 0.0i 0.0\ 0| 01 |------------------------------- 1 -------------------- 1--------------------\ | 61 Windows | a | 3027. 61 ** | 251 689| 10t 2761 | | & Glass | b | 3027. 61 ** | 401 11021 **** | 0 | 01 **** | 1 | Doors Htg. | c | 3027. 61 ** | 0 | 0 | **** | 0 | 0 | **** | ) \ id ! 3027. 61 ** | 0 | 0 | **** | 0 | 0 | **** | � | lei 3027. 61 ** | 0i 0! **** | 0 | 0 | **** | 41 3C |27. 61 ** | 0\ 0\ **** | 0| 0| | ------------------------------- 1 --------------------1 --------------------i | 71 Windows | North : 21 . 01 01 **** 1 01 0l **** 1 0\ | | & Glass | NE&NW | 0. 0 | 0 | **** | 0 | 0 | **** | 011 � | Doors Clg. | E&W | 70. 01 401 **** | 2800 | to : **** | 700 | | ) | SE&SW | 0. 0 | 0 | **** | 0 | 0 | **** | 0| \ \ | South � 36. 01 25 | **** | 900 | 01 **** | 0 | ` | \ � Horz | 0. 01, 01 **** | 0| 0| **** | 0 : (------------------------------- |-------------------- | -------------------- i | 8 | Othr doors | a| 10D | 17. 5 | 10. 4 | 0 | 0i 0 | 0i 0 | 011 | | | b | | 0. 0 | 0. 0 | 0 | 0 | 0 | 011 0i 0i | ------------------------------- | -------------------- | -------------------- ( | 9 | Net | a | 12H | 2. 3 | 1 . 4 | 196 | 447 | 260 62 | 1411 841 } | Exposed |b | 13H | 0. 0 0. 81 0 \ 0 | 0 | 0 | 0 | 0 | \ \ Walls and | c | \ 0. 0i 0. 0: 0 | 0 | 0 | 0 | 0 | O | i \ Partitions ldl \ 0.0i 0.0\ 0\ 0 \ 0) 0i 0 ! 0 | i | lei | 0.0t 0. 0i 0 | 0| 0i 0i 0i 0| | } | f | | 0. 0 | 0. 0 : 0 : 0 ( 0 | 0i 0| 0� |------------------------------- 1 -------------------- | -------------------- | 110 | Ceilings | a | 1GG | 1 . 31 1 . 41 213 | 2661 3021 as : 110 | 125 | | | | b ( | 0. 0 | 0. 0 | 0i 0 | 0 | 0 | 0 | 0 | | c | | 0. 0 | 0. 0 | 0 | 0 : 0 | 0 : 0 | 0 | 1_______________________________| ____________________ | ____________________ : K1 ( Floors 1022A130.81 0. 01 291 8931 0 | at 2461 0 | | i lb � i 0.011 0.01, 011 01, 0l 0� 0i 0l | | | c | | 0. 0 | 0. 0 | 0 : 0i 0t 0 ! 0 ! 0\ | ------------------------------- | -------------------- | -------------------- i | 12| Infiltration a 117. 51 4. 4 | 651 1135 | 2841 to : 175 | 44 | 1------------------------------- | -------------------- | ____________________ | 113|Subtot Btuh Loss=6+8. . +11+12| **** | 45321 **** | **** | 9481 **** | | 14 { Duct Btuh Loss | 5% 1 2271 **** | 5%1 471 **** | 115 | Total Btuh Loss = 13+14 i **** i 47581 **** | **** 1 9951 **** } \------------------------------- | -------------------- (--------------------� 1161 Int . Gains: People @ 3001 21 **** | 6001 0 | **** 1 0 | : | Appl . @ 1200 | 0 | **** | 0 | 0 | **** | 0/ 1171 Subtot RSH 8ain=7+8. . +12+161 **** | **** | 5151 | **** | **** | 953 | 1181 Duct Btuh Gain | 10%| **** | 5151 10% | **** ( 95 | : 191 Total RSH Gain = 17+18 | **** | **** i 56661 **** | **** | 1048| 1201 CFM Air Required i **** i 2701 3031 **** | 561 56; --- Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: ALMAND RES Zone: ZONE 1 10-14-94 ----- MANUAL J: 7th Ed. ---- RIGHT-J: 1 . 707 ---- S/N 2465 --- Page 5 ---- | 1 | Name of Room i KITCHEN \ | } 21 Running Ft . Exposed Wall | 39. 0 Ft . | Ft . \ | 31 Room Dimensions, Ft . | 15. 0 x 18. 0 Ft . | x Ft . | | 41 Ceilngs,Ft | Condit . Option ! 9. 0 | heat/cool \ ---------------------------------------------------- | -------------------- | \ TYPE OF | ',CST , HTM | Area ) Btuh | Area | Btuh | | EXPOSURE ( |NQ. !Htg lClg !Length ! Htg 1 Clg !Length ! Htg | Clg | | ----------------------------------------------------| --------------------| | 51 Gross | a | 12H | 2. 31 1. 41 351 ( | | Exposed | b113H | 0. 61 0. 8 | 0 | | | Walls and | c | | 0. 0 | 0. 0 | 01 1 1 Partitions | d | | 0. 0 | 0. 0 | 0 | **** | **** | | **** | **** | \ i lei | 0. 0) 0. 0 | 0 | i | ifi \ 0.0 \ 0. 0 \ 0i **** | **** | | **** | **** | | ------------------------------- \ --------------------| --------------------| } 61 Windows Q | 3C127. 61 ** 1 18! 4961 ) | | & Glass | bl 3C127. 61 ** | 361 9921 | | Doors Htg. | c | 3027. 61 ** | is : 4961 **** | | | **** ( j | : d | 3027. 61 ** | 0 | 0 | **** | | \ \ lei 3027. 61 ** | 0 | 01 **** | | | **** | � \ | f | 3027. 61 ** ) 0 | 0 ! **** < | | **** | ( ------------------------------- | -------------------- } -------------------- | | 7| Windows | North 121 .01 18 \ **** | 3781 1 **** | | | | & Glass | NE&NW | 0. 0 | 0 | **** 1 0i \ **** \ \ | � Doors Clg. | E&W | 70. 0 | 361 **** | 25201 i | | | GE&SW | 0. 0 | 01 **** | 0 | | **** | | } | | South 136. 01 18 | **** | 6481 | **** | | � | | Horz | 0. 0 | 0 | **** | 0 | | **** | | �-------------------------------| -------------------- | ____________________ | | 81 Othr doors ( a| 10D117.5| 10. 41 0\ 0| 0| | | | | | | b | | 0.0 | 0. 0 ( 0i 0i 0 | i \ | | ------------------------------- | -------------------- 1 -------------------- \ \ 91 Net | a | 12H | 2. 31 1 . 41 2791 636 | 3781 | | � | | Exposed | b | 13H | 0. 6 | 0. 81 0 | 0 | 0 | | | � \ | Walls and | cl | 0. 0 | 0. 0 | 0 | 0 | 0 | | | | � 1 Partitions \ dl | 0. 0i 0. 0i 0| 0 | 0 | | | | � | lei i 0. 0| 0.0| 0 \ 0| 0| | | | | | | fi j 0. 0 | 0. 0i 0 | 0! 0i | i � | ------------------------------- | -------------------- | -------------------- | | 10 | Ceilings | a | 16G | 1 . 3 | 1 . 4 | 270 | 3391 3831 | i � | | | b | | 0. 0 | 0. 0 | 0 | 0 | 0 } | | | i | | c | | 0. 0 | 0. 0 | 0 | 0 | 0 | | | | |------------------------------- | -------------------- | -------------------- | 1111 Floors 1022A130.81 0. 01 391 12001 01 | | | 1 | |bl \ 0.01 0. 0 � 01. 011 0 | | | | | | c ( ( 0.0 ( 0.0 | 0| 0 \ 0i i \ | | ------------------------------- | -------------------- 1 ____________________� | 121 Infiltration a 117. 51 4. 4 | 72: 1257 | 3141 i | � \ -------------- ----------------- | -------------------- ( -------------------- | 113!Subtot Btuh Loss=6+8. . +11+121 **** | 54161 **** | **** | | **** | 1141 Duct Btuh Loss | 5% 1 2711 1151 Total Btuh Loss = 13+14 1 **** \ 56871 **** | 1 ------------------------------- 1-------------------- | --------------------| | 16 | Int . Gains: People @ 300 : 2| **** | 600 | | **** | | | | AppI . @ 12001 1 | **** | 1200 | ( � 1171 Subtot RSH Gain=7+8. . +12+16 | **** | **** | 64221 | | | 181 Duct Btuh Gain | 10% | **** | 642 | V **** | | 1191 Total RSH Gain = 17+18 | **** | **** | 70641 **** | **** | | 120 CFM Air Required | **** i 323 ) 3781 --- Printout certified by ACCA to meet all requirements of Manual Form J -- ` MANUAL J: 7th Ed. RIGHT-J: V1 .70 S/N 2465 RIGHT-J WINDOW DATA ob #: ALMAND RES 10-14-94 S D W G L S S O N A S O O W C W S K I A L O T H V 8 N H V V H H N H Y R L A W R A H L G C R R G T A A L Z E M D 8 Z L O X Y T M R R LIVING ROOM n n a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 21 . 0 58. 0 0. 0 n n a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 21 . 0 99. 0 0. 0 n w a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 21. 0 0, 0 n w a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 21 . 0 0.0 ` BEDROOM 4 & BATH n w a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 28.0 0. 0 ` n s a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 36. 0 12. 0 0'0 ENTRY n w a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 24. 0 0. 0 n e a c n n n n 2 90 1 .0 0.0 0. 0 1 . 0 70. 0 56.0 0.0 FOYER UTILITY & HALL ° DINING ROOM n s a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 36. 0 25. 0 0. 0 n e a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 40. 0 0. 0 HALL & STAIRS n e a c n n n n 2 90 1.0 0. 0 0.0 1 .0 70.0 10. 0 0. 0 KITCHEN n s a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 36. 0 18. 0 0. 0 n e a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 36. 0 0. 0 n n a c n n n n 2 90 1 .0 0. 0 0. 0 1 . 0 21 . 0 18. 0 0.0 �