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Permit 1531 Linkside Dr (vault) ADDRESS /5 BUILDING PERMIT NUMBER INSPECTIONS: FOOTING 67 UNDER SLAB PLUMBING 3-9 SLAB ZP0 FRAMING /_ / (�__ COVER-UP INSULATION 2 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES : z CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING SW SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL- 247-5826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24615 Address: 1531 LINK51UL Permit Type: WELL ATLANTIC BEACH, FLORIDA 32233 Class of Work: IRRIGATION/DRAINAGE Township: 0 Range: 0 Book: Proposed Use: Lot(s)- Block: Section-0 Squam Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/08/2002 Name: 4A ARY D�EKEU�KELAERE Total Fees: 10.00 1531 LINKSIDE DRIVE Amount Paid: 10.00 NTIC BEACH, FLORIDA 32233 P 3857 Date Paid: 8/07/2002 Work Desc: I LLA Ll N FEES. CONTRACT --T0.00 PART-RIDGE WELL DRIL G G(J., -Y f OU 'IOR TO I ECTION NOTICE- SPECTIO BE REQUESTED AT LEAST 24 HOU BUILDING MATERIAL,"k BISH AND ISTRIbM THISWORK MUST E PLACED ' UBLIC SPACE,AND MUST BE CLEARED UP HAU1 F EITHER:CONTRA T R "FAILURE TO COMPLY W HE AN L N ULT IN THE PROPERTY OWNER PAYIN Sff ISSUED ACCORDING TO APPROVED PLAINS WHI F THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: DSNITN Type: OC Drawer: I Date: 9108192 91 Receipt no: 79292 14 PERNITS BUILDING 1 $10.00 ATLANTIC BEACH UILDING DO-" W060=111" 1531 LINI DR (2 cKas 33%2 $10.00 Tran, date: 61061#2, jjmo-�- 10, ,. j&-, 2,1 AP-MMAZICN FOR M-L PER-11T OF ATLANTIC B= PROP= 341ER tLwe: ___Pay PhcneqO4-2q�-Ml eac k Address i I n xd','-de' Ir. A+ion4j'e- zip 3;ia,33 APFLIC*Tr, IF MER MM MER Day Phorie- Address, Zip JOB Address or Location: 112 1 �-1 I'de) -Dy L�gal Description: Is well to be used for drinking purposes? �o -T(Y-IqoL4 j'D rs.Z Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and wbo plans to use water from the peraitted well for drinking purposes, mist first obtaln a bacteriological test report from'the State of Florida Health Depart', :r t, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is an file with the building department. Deoartment Ncces- City of Aflanlic Beach agree to cc=ly with regulaLiais stated herein: Cure Date CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001944 Date 11/30/09 Property Address . . . . . . 1531 LINKSIDE DR Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 CU 1 AHU ---------------------- ------------------------------------------------------ Owner Contractor ------------------------ ------------------------ WILIIAMS DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/29/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- 800 SEM04OLE ROAD,AltAKM BEACH.FL 32233 OFFICe(9D4)247-026 0 FAX N0.XW4)247-5W BUILDINr-DEPTQCOAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 12.w TM A Gull ParAw. No y AQ1 r,3 ES PERMr L r V -36 61 PR0flRffQWNEIt: 4.NAME: 6.ADDRESS IF DIFFERENT FROM JOB ADDRESS: PHONE. 0(try 6 4 A4 f 7.NAME OF COAPANY: 8-ADDRESS.: Jjd0L)tfAA 1*1�i 31S- p -:s- 9.STATE OF FLORIDA LICENSE NO:C4 10.CELL PHONE: 11.FAX NO- 12.EMAILADDRESS: 13.OFFICE PHONE- Ll 3-2j�T 14. Application is hereby nude to obtain a penrift to do the work and installations as kx1licaled. I certify that all work will be performed to meet the starxiards of all kvws regulatingI construction in this juris"on. This pan*becomes null and void N wo*Is not commenced within ab((6) months,or if consiruction or work is mspwxW or abandoned for a perW of six(M months at arry tirne afm work is commenced. ARi* 3 3;) 3.;) CONTRACTORS SnNATURE I&CUM OF VfM: I&WJNJNM: 17. 1!;aw"w Com. 13 NEW INSTALLATION 0 NEW J"ESIDIENTIAL jp�D7 FLORIDA BUILDING CODE- AREPLACEMENT OF EXISTING SYSTBA 0 EXISTING 0 COLVAERCIAL MECHANICAL •ALTERATION I ADDnioN TO EXIST SYSTBA •REPAIR 0 OTHER arc"" 19.HEAT: 0 SPACE 0 RECESSED ACENTRAL 0 FLOOR BURNERS: 20.AIR CONDITIONINM' 13 ROOM ArCENTRAL 211.DUCT SYSTEM: MATERIAL THICKNESS: MAX CAPACITY.—cfm 22.REFRIGERATION: MAX CAPACfTY:—chn 2&COOLING TOWER: CAPAC : —9pm U.FIRE SPRINKLER: NUMBER OF HEADS: 2&LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOF;L AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 2&IRRIGATION: a PUMP 0 YVELL 0 PIPING 29.GAS PIPING: OF OUTLETS:* 0 GAS AHU* 0 GAS WATER HEATER. 30.OTHER-SPECIIFY: SOLAR HEATING, BOILERS,UWIRED PRESSURE VESSEL.HEAT EXCHANGER OR COIL IN DUCTS_ETC. FOR OTHER ITEMS: 31.COOLM RQtWlMr AIR CONDITIONING.RE PRIGERATIC )ENSOM ETQ NUMBER APPROVR4G OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 71 A4 (V- 4714 4 Ali* U, L- 37-30=15urmamr. FURNACE&BOILER.S.100' AIR HANDLERS ETC. NUMBER BTU APPROVING :OF UNITS DESCRIPTION MODEL Z9 MANUFACTURER AGENCY 3 C, AP4 TYPI=LIQUIL) APPROVINU NUMBER GALLONS CONTAtM MANUFACTURER SERIAL# y KDG04 PonkAppkatm Mwh REVISED 12flVAN CITY OF 0;42 d14 Office of Building Official REQUEST FOR INSPECTION Date Pernift No. Time Received Job Address A ocality Owner's Name �L-q—I K�� Contractor E 1�17LILD!NG CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Roofing F-, Siab E Temp Pole Top Out Heating Insulation Lintel 0 Final Sewer 7 Fire Place E Pre Fab READY FOR INSPECTION CD Mon Tues. Wed. Thurs. Friday—P.M. A.M. Inspection Made P.M, Inspector__ Final Inspection Certificate of Occupancy Date Tatifiratt of Mrruvanru Atlantic Neac4 31priba Department of Nuilbing Inspection This Certiftcate 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 uarious ordinances regulating building construction or use. For the following. Use Classification Skagle Yamil'-—ReSiid�!RCE' Bldg.Permit No. I 1130 f r4lRle Group Type Construction f Fire Di kr1antic Beach V , — Owner of Building Vantex Homes Address JaiccaksganumltMcl 3S 1531 1-inkside DriveLocaI4 Atlantic Beach, FL 32233 F OR BY: DUN -D AM Building Date: POST IN A CONSPICUOUS PLACE Of --30 $COA 00�elax Ol lativOi0q vc;VO14 /I 'V f ov�vas? - vv'eGoes Poo P'. V-00 V. Oate Good, I e Goottackov ea�ko 0 ss plD le '0 V�o 96, lemP '\Nnef Wlm'p'- .1 -- '�Oowlq IJASP 007 V:\oke� IRENO\Ned- - ?I Go ake gakp Oe'de \"'pow' 0 ii �_r, C. 3 CD ;.A 0- C-) -A 13 CA 1p o Jlh CD CA 000 Z ,p 79 -0 0- 9 le C) (GO PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------- ------- LOCATION INFORMATION -------- Permit Number: 12819 Address* 1531 LINKSIDE DRIVE Permit Type:ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work:ADDITION --------- LEGAL DESCRIPTION ---------- 0 Constr . Type:WOOD FRAME Block* Lot : Twp: Proposed Use*SINGLE FAMILY Section: 0 Subd: Rng-* 0 Dwell,ings : 0 Subdivision:SELVA LINKSIDE Est . Value: 0 .00 Improv. Cost : 0.00 Total Fe 2.5. 00 Amount, 25.00 ra wo-k ADDITTON jr ION --- APPLICATION FEES ---------- Nam RE I t 25 ,00 Addr: j OXIANI 'Ir RIVE 00f V B C FLORIDA 3,,�gp po V0 0- U �01 Pho 5 R R ORMAT I LECTR.�%-- Narne i BILL TH, ON E lzw TLANTI CH, FL 32233-0150 Li 1101 k Exp: 104 T. -_-22 4Z. NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOC4"WR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: Ig/25/96 81 I*eipt: 067133 ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA FAppro—vod by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 fz— IMPOBTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL TliO-YIPSW4 ELECTRIC CO., INC� P. 0. BOX 330150 w-, ATLAWIC BEACH, FL 32233-015-a ELECTRICAL FIRM: MA_'czTFR7ELEC_TRICAN SIGNATURE JOURNEYMAN 11 NAME kLW ADDRESS: /5- e_ RFD_BOX_ BLDG-SIZE BETWEEN: 6ES�_ � APT. ( comm. ( PUBLIC INDUS. I NEW ( CILD ( REW. �DITION TRAILER ( TEMP. ( SIGNS SQ. FT. FEE SERVICE: NEW ( INCREASE ( REPAIR ( CONDUCTOR SIZE AMPS COPPER I ALUMJ SWITCH OR BREAKER AMPS PH I Wl VOLT RACEWAY 2—cf EXIST.SERV.SIZE /S PS PH '1ZQVOLT AM _3'W RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS -5— CONCEALED IOPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 1 0.30 Am". 31.1010 AMP� SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS. 1 --2—v" APPLIANCES I BELL TRANSF. AIR H.P. RATING H_P_ RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ICEIL HEAT] KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. I VOLTAGE1 PHS'l MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. �-2707 "I'll 600�FITMENT OF 13UILDING ot CITY OF ATLANTIC BEACH ah j@ 4C1211. ----- PERMIT INFORMATION ------- LOCATION INFORMATION ------ Permit Number: 12707 Address: 1531 LINKSIDE DRIVE ' Permit Type-ROOM ADDITION ATLANTIC BEACH, FLORIDS 3�235 Class of Work:ADDITION --------- LEGAL DESCRIPTION � Constr. Type:WOOD FRAME Block: Lot : 91 *44- 0 Proposed Use:SINGLE FAMILY Sectiont 2 Subd: Dwellings : 0 Subdivision: SELVA LINKSIDE Est . Value: 0 .00 Improv . Cost : 14,000 .00 Total 122 . 50 Amount 122 . 50 I /A QQA ydork M ADDITTON PER PLgNS HSF 250 g�o "'WN —————————— iw"-- APPLICATION FEES IT 120 .00 Ham EUYELARRi"�"' Addr; I DRIVE WATER IMWT FEE 0 -00 FLORIDA 3,241*10F',P"�-,�' 4 ep 7 -,Z'AqT,j 4-79 'Atiffe"ME M" tit ,W—te Pho V 4 RADON GAS-H.R.S. 1. 19 ------ - R R", ' FORMATIA� ------ RADON CAB 5% 0 ,06 0 .00 Name, KE ET KI L ROVE Adfti- SEWER Tjii 0"'00 JAXB-EA LORIDA 32250 CROSS CONNECTION 0 , 00 Li 2 Exp, SEC H IMPACT FEE 0 .00 T CONST.SURCHARGE 1 . 13 2 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BVI. ATERI RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C11E;..:tP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ,"FAILIURE TO COMPLY WITH, THE MECHANIC'S LIEN LAW CAN RESULT IN THE PFtOPERTY OWNER PAYING TWICE FOR THE BUILDING IMPROVEMENTS90 tv S ISSUED"ORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATI N VIOLATIC"F APPLICABLE PROVISIONS OF LAW, IC12 78 1 -- $120.881 Datim. fla/gA196 @I Receipts 801883 D-te: 1611161116 a, I WAS CASH CASH k1IM063419681 98189803221808 ATLANTIP,!E C BU N EA ,A H ILDI RT T CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEE Address 7JOA-i 16) -- -? Date Heated Square Footage per sq lf-t Garage/Shed - per sq ft Carport/Porch = _per sq f t. Deck per sq ft = $ Patio Qj '$.__.___per sq ft = $ TOTAL VALUATION : q, C-7J Tot I aluation 1st 0 Remai ing Value per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee OV Fireplaces $15 . 00 $ BUILDING PERMIT FEE $ /'ao WATER IMPACT FEE $ t*") SEWER IMPACT FEE $ WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP RADON (HRS ) . 0050 SECTION H PAVING ( $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE . 0050 I.j 3 z OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing___ Flectric/New_Electric/Temr�____,; .�,wimmingPooI Septic Tank ; Sign..____Finish Floor Elevation Survey other CALCULATIONS and/or NOTES: FL.^ 1067 *AMC*FORM 400 of WAgrama us The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Dewipoion of proporty.. ...... .................................. ...................................................................................................................................................... ......................... ............................................................I............................................................................................................ ...................... .............................................................................................................................. ........... .......... Gerwal clescr*ion of st"onts.....Azz,, N's..04)..................4................I....... ....................................................... ...............................................................................................................................................I...................... .................................... ... .................................................................—.............................I...................................................................... ............................................... ..................................................................... ............................... Owner's interest in sito of the ............................................................................. I" Sk"k rdk 014W "" *%"W) ..........I........................................................................................................................................................ No..................... ............................................................................................................................................................................................... .............---,......I.......................................................................-.-I............... Aj li�L V..� ......... - - U A"oss.- �j..-� -)-, — ......3 SLI—cf Surety01 ...................................................................I.............................. ............................ A"ow— ........................................................... .............................Anwint of boad S................................ Nairm *I v w" 16 $W* of Ploride designated by owner upon whom notices or o0w docianonts Rwy bo serve& No" ........................................................................................................................................................ ......................................................................................................................-.–............................................ In addition to himWf,owner designates ttw following person to receive a copy of the Lienor's Notice as provided in Section 71313 (1) (F), Florida Statutes. (Fill In at Owner's option). ......................................... .............................................................................. .................................... ................... ............... ....... ...................I............ TWO SP&= Few"Zoon"Wo Won 6##LV I --�k 6,6 1 CITY OF fficial Office of Buildin/ REQUEST FOR INSPECTION Permit No. e7 /,�7 Date Time Receive P 2 oat Owner Contractor Name BUILDING CCOQRET�E ELECTRICAL PLUMBING MECHANICAL Framing Rough Wiring Rough Air Cond.& Re Roofing Slab Temp Pole Top Out Heating EJ Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues� Wed� Thurs. Friday A.M, Inspectior Made -PM. Final inspection 7 Certificate of OccupancyF-- Date 0 131 CITY OF ATLANTIC BEACH z PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : '-Zor�o — I Address : Phone: Lot # B or '2 subd i v 1 s 1 on:_<.�Jkla- Contractor State License 02n 2-r? - - -2 Address : LQIQ rTtk &IR, kl , L RC-hf-l— Phone No: Le S� X I -U I Describe work to be done. I C) Present use of building: CC_r_%KQ11tf1-N b e oc Q— !L 1!� 0 cc 1��kL Valuation of Proposed Construction: Proposed use: ylof�i bA, )2acm Is this an addition?'1-9- S If yes , what are the dimensions of the added space: Ile ft . X ft . Will the added area �; New electrical (or increase)?a11X_ve,70(j be heated and cooled? New plumbing fixtures? K)o New fireplace? U New Heat/AC? SUBMIT Ti%Z COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWN�0�z%�� Date: 96 Signature CON;j�TOR:' Date: 9-6(�\ CA License Supplied: c)2-qL1)S-. �j Liability Insurance: Worker's Compensation Insurance: 1,A:t,e-s CITY OF 4&4'j'X 12 each-012/45plic& Office of Building Official REQUEST FOR INSPECTION[Z )ate—A�i Permit No. me A.M �eceived P.M. Job Address Locality )wner's 4ame Contractor v 3UILDING CONCRETE ELECTRICAL PWMBING MECHANICAL Rough Wiring Rough Air Cond. & -raming �F- 1e Roofing Slab Temp Pole Top Out Heating isulation 35-- Lintel Final Sewer Fire Place E Pre Fab READY FOR INSPECT(ON 4on, A.M. Thurs. Friday RM, ispectior, Made Final Inspection Certificate of occupancy Fi Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 4- 3 -9 -6 Please be advised that the final building inspection has been completed an each of the following addresses and construction water, is no longer needed: Permit Number Address gin re Building Department 11597 DEPARTMENT OF 130ILDIN01 CITY,OF ATLANTIC BEACH LOCATION INrORMATION , PERMIT INFORMATION- ------ re s: �15,31 LINKSIDE DRI , v P- Permit Number , 11597 Add ATLANTI C BEACH, PLORIDA. 32233 Perr6i t 1ype,: WELL DESCRIPTION LEGAL, lass of Work*. NEW ock: Section,. Constr. Typet WOOD FRAME Lot : _Propos ed Use: UTILITY Township. R �SZLVA LINKSIDE I irigs. 1 code'. 0 Subd Estimated, Value: $0�100 Improv,�, Cost ' 60-�00 Tottl Fees '. $10woo Amount D 'LL , FOR IRRIGATION PURPOSES Work D T I ON- ------- -- APPLICATION FEES , T $10 .00 Na CITY OPPr-Rx, WATER, IMPACT, FEE to .00 $0 00 'CH, -rLOR IxPAC E i0�%Irl 3 A 0 AW -H. -S 0, G ------- 1110ORMAT ON ------- RADON CAB 5% $0 .00 v $0 .00 Name: N L S CAP11TAL IMPRO E. Address! �P,O 67 '0 ��0 .00 CROSS C NNECTION License. T e� 7 SEC H IMPACT FEE yp� $0 .00 .00 CONST.SURCHARGE SCAARGE/ATL-BCH So . :NOTES: NOTICE—ALL,coNcRETE.FoRms�AND FOOTINGS musir 9EIINSPECTED BEFORE POURING TE OF IS E PERMIT VOID,SIX MONTHS AFTER,QA $U PLACED iN PUBLIC SPACE,AND.MUST BE BUILDING M,�TERIAL,RUBBISH AND-DEBRI$FROM THIS WORK MUS'�T NOT BE LED AWAY BY EITH I, CONTRA CTOR :: 'CLEARED,UP AND HAU R ORQ RESULT INL 'ILURE TO COMPLYWITRTHE MEI ' IC CA14 �,HANI`w% WEN I `H ERT OWNE-APAYINGTWICEFOR10' 91JAL PROVEMENTS T E PROP -Y, DINGIM IT AND SU J$gUED ACCORDING TO APPROVED PLANS WHICH ARE PART—OF THIS PERM IBJECT TO R 3114/% Ol V T LAW. IOLA. ION OFIAPPLICABLE PROVISIONS OF C" �BIMIHE M15NT ATLANTI EACHr BUILDING DEPART, L agg,�� FFE $10.()0 APPLICATIM FOR VEIL PERIET cny OF AUAMC BEACH PROPEMY WER Uame: &2(2 zu ____Pay Phone Addresst Zj- _3/ zip-.7;:? APPLIGW, IF MM nM aMM Name: Day R=ieg= Address., zip-F 2-;?-.:3 JOB Address or Location: 4gal Description: Is well to be used for drinking purposes? Any person, individual, corporation or od= entity receiving a permit as provided in Section 22-0 of the Atlantic Beach Code, and who plans to use water from the petziitted well for purposes, not first obtain a bacteriological test report fimm. State of Florida Health Departuent. fmdshing a certified copy thereof to the building deparMmt of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building de*tnent. Department Notes agree to comply with regulations stated herein: ture Date CITY OF 4&4x4c B"-09"* 3(Y7 Office of Building Official (, 7 do REQUEST FOR INSPECTI Date— 6 Per No� Time Received RM. No' J967A 4dress V Owner's Contractor BUILDING CONCRETE ELECTRICAL PL MBING MECHANICAL Rough Wiring oug �A,,Cond. ing P, Footing 1: Re Roofing 1-11 Slab E Temp Pole Top Out 0 Heating Insulation C, Lintel E; Final Sewer E Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. cl� Thurs. Friday we &Inspection Made. I mi t&, 0-x-zk IiiF-a-16-xl--:�- Inspector_. ip 6t' 'F Cet J� ific.te of FE:� CITY OF Office of Building Official REQUEST FOR INSPECTION I -� / -2-F-7-4 // --� -/6 Date Permit No. Time Received Job Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL Framing E Footing 0 Rough Wiring 0��[] Air Cond.& 11 Re Roofing F-7 Stab C, Temp Pole 0 Top Out _E-1--lHeating Insulation 11 Lintel 0 Final 0 Sewer Place 0 Pre Fab READY FOR INSPECTION i A.M. OM.n- Tues. Wed� Thurs. A M. !nspe�cfi�-n Made AF Final Inspection 0 Inspector 42K A o0o--� Certificate of Occupancy E, Date DATE::3- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2,.�3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 357i I C=.�=(--------------- /) 30 ------- -------- --- ----------------------- ------------------------------------------------- ------------------------------------------------- ---------------------------------- -------------- Enclosed are the blue copies of the permits. SINCEREL BUILDING INSPECTION DIVISION cc:FILE CITY OF lCial Office of 604.9x� RECQUEST FOR INSPECTION Date Permit No. Time 0-5 A.M P.IM Received Job Adckess Locality Owner's Name LECT ITICAL PLUME 0 Ro gh R Rough Air Cond. & BUILDING CONCRETE I-Ecrffim PLUMBING MECHANICAL Framing Footing 7 ou Re Rooting Slab Temp Pole Top Out Heating Insulation Lintel Final qewer Fire Place Pre Fab READY FOR INSPECTION Tues Wed. Thurs. Friday A.M. r,s� ,o ctior Made --PM. 7��FZI Final Inspecti ccupancy Date CITY OF Office of Building Official REOUEST F611 INSPECTION ,ate Permit No. 36 Ime A.M. eceived RM. & Job Address Locality )wneCs ,arne Contractor j- h: y !UILDING CONCRET�E ELECTRICAL PLUMBING MECHANICAL CO u.1 in.��— Fn�. Rough Wiring Ej Rough F-1 Air Cond. & F] ooting e Roofing F� Slab I', Temp Pole L' Top Out F-, Heating isulation Lintel F Final E- Sewer E7 Fire Place Pre Fab READY FOR INSPECTION A.M. G." Tues. Wed. Friday PM. 4 A.M. spection Made 5 PM. -�p-ctor— Final inspection D Certificate of Occupancy Date NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE 10BAIDDRESS DAM �3( THIS JOB HAS NOT BEEN COM PLETED The following additions or corrections shall be made before the job will be accepted 4��A)0 0 1., 41 ZZ 011 5.00 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 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 BLDT' 1=�)Iep p.m. Monday through Friday. PSA-3844 11307 ' MPARTMENT OF BUILDING CITY 00 ATLANTIC 6440H P1 KIT' IN" -------- LOCATION - ----- I NPORxAt ion" yermit 'Number.: -11307: Addr',-&ts,. 1531 LIN"IDE DRIVE Permit ,Ty MXdj1ANICAL p ATLANTIC BEACH, P' LORIDA 32133 �71 ass of Work: �,XRV LRbAL DESCRIPTION coni t r Type': WOOD Lot: 91 Bl Ook: Sooti on: Proposed Use*.1 $114OLZ PAMILY � Township: RNG* 0 Dwellings: 1 Code 0 Subdivisiori: SZLVA LINKSIDE Eatimatod�-Val%ie* $04ioo tmprov.1, Cost, 's0 :00 Total Fees, $47 �00 Akmount d 11 $41 00 '6/96 Work INITOL, HEAT ANb ,AIR IN ��Nvw H I 0ME CATION P198; ----- IOW OLI PERMIT $47 .00 Name CITY OF' ' IMPACT PER -Ad, ' I X E DRIVE w $0.00, RACR 33 IMPA PER $0 .00 IDA 2 P ;6 R.S. on TOM kAm,014, CA$ 5%, $01�00 Name A , CAPITAL IMPROVE. $0.0o 1,4 MAD, SO Citosi Cli,)NO-ECTION $0.00 Type* 0 IMPACT FEE $0 00 C014ST-SURCHAROB .00 SCAAROZ/ATL.�BCH $0. 0 NMICIE;—AU CONCRETE FORMS AND FOM140S MUST BE INSPECtE DZEFORE POURING PERMIT VOID SIX MONTHS AFTER DAr E OFJ SUE BUILDING MATERIAL, RUBSISH,AND DEBRIS FROM THIS WORK MUST NOTBE PLACED IN PU OLIC$RACIE AND MUST BE CMAREQ UP:ANq HAULED.AWAY, V�EIT' ACTOR OR OWNER' HER CONTR PA"RET01,COMPLY-VITH THE: M -8 UJ p 7, ECHANIV 'JEN W CAN RESULT 1 �001NGTWICEFORtH ' �wlijMPROVEM 4� 46SUEDACCORDINGTO A0POOVE01PL' ANS WHICH ARE PART OF THIS PERMITAND SUBJECTTO RIEVOCAT OF��15 PROVISIONS OF LAW. H%g"00 ION -ACH BUILDING DEPA �A TLANTIC BE 00,100003mlow BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLMTIC [JEACH ATLAW.0 09ACH.fl-CRICA,113111 0 CiLL-lN NU mBE�' APPLICATI N FOR MECHANICAL- PERMIT IMPORTANT—Applicant to complete all items in sections 1. 11..111, and IV. $hs*?Addrolu 15-3L –LINKSIDE DRIVE LOCATION OF Intersecting 51taolit lot.46a SEMINOLE ROAD And ATLANTIC BLVD BUILDING SELVA LINKSIDE , LOT# 91 11. IDENTIFICATION—To be completed by all applicants In coalW0,460. of piti.it 1664 (of doing the o(% #I d.sctibed 1. the obc.o slafo.oaf�@­Nvoity sq,to to rvic-,%4;4-o', C: .;1k the sftochjd pion$ end specill;4ot-06S h;cv. oft 4 pod hviiof and in acco,do-ce -4it the C;ty of Jecisti-Xit 04-41s 6-3 of good practice listed tho,sin. Noma of 1,464hostool CeAttocloilt Cosootsfeell'1161) MANDARIN HEATING & AT-P m"&'Of CACA12621 N404 of hooiso'tj Owner CENTEX HOMES 3 $466twe W(O-ser Sit two of w A.1hockoil Altai , ­:�;—"I, Atco;ifosf or 6.9itoot Ill. GMERAL INFORIWATION A, Tyr#f j,"jing fwoij 16 OTHER CONSTRUCTION*Tt�pmt ON if OWAC THIS SUILOI44G Oft slit I C) Gas—(3 �p (3 Natural E3 Costtol U6 fitt, of YES. Give Nu ONSTRUMON C3 09 PERMIT 0 011s" —specify IV. mpCHMICAL WUIPMDO TO 89 INSTALLED NA RE OF WORK i is casaplitle,IW of components oil leack of this(am) 17 Residential or I Commercial Hoat 0 Space E3 Recossisid 4trContatil 0 F;w X Now Building Air Coh";"iftli; (3 Room 40-'Cipatas) 0 Existing building pll� Syrians. 0 Rapiscoment ot existing System Waslasuan capacity e No.Installation(No System PISVIOU51Y inllt$140) IJ Extension or add-on to existing system Lef6goattiont 0 Other—spocily C40409 %nnsir. Capacity I-Pik 0 Fift sprimueft. NwRitsif of koad. 0 Elevates, 0 Moalik 0 EWAW9(—IftW%bW) THIS$PAC&FOR OFFICS UU ONLY 0 Ge"lise PWAIP4 (aut"ber) V a I C3 Tealts.—Jownbaw) 0 LPG 0 vefinad prinuvre V"w 0 1 " Permit Appineved Is"t Foe 1JIrr ALL XQUIPMENT AM CONDMONING AND REFRIGERATION EQUIPMENT rkwiription ' C ty Apprcrietag Number 1UWU UO"t Number K"u(sicbmir ASMWY T Comb TWR()'10 __TJJAN E 2 UL 10700 KEATV*G I FURNACES. BOILERS,FIREPLACES C t=ty AW.Itw Number Musa vesseriptileft XodW1 Numb-or WilinutacbAm Aig-it:7 AHU 0 3 0 -TRANE in , noo_Sxw UL 7 . 4c' TANKS MW Tn. Name at Serial Ap ving Can= I F__ CITY OF BeCIC4- -3 Office of Building Official z 7 REQUEST FOR INSPECTION Date Permit No. Time A.M. R eceived PM Job Address Locality Owner's Name actor C� CONCRETE -""5- --15L�UMNG�- (�=MECHANICA -6U L <�IL D I N�G LELECrRICkL— Framing Footing -F-j Rough Wiring Rough Air Cond. & Re Roofing Slab E] Temp Pole Top Out Heating lnsuiata� Lintel E Final E Sewer Fire Place El Pre Fab Cgl-a it-,O 7p� READY FOR INSPECTION Tues Wed. Thurs. A.M. Inspection Made PM. Final Inspection Certificate of Occupancy Date TRANSMITTAL DOCUMENT FOR JEA DATE: / / 9— Z The following permits have passed "rough" inspection: Permit No. Address 62 2-7 '�) 7 - /J7 &Rcmbmej&mxexxx=xgixkue*x=pAxmxctxxbkax7pssxc&=. Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb PSR-3844 DEPAWMEw OF WILDING CITY OF ATLANTIC BEACH_ 7� PERMIT 'INPORMATION --------- LOCATION IMF --------- ORMAT I ON Adlress: `1531 LINKSIDE I)RIVZ Pt, it. Ty IE pe., UTIt �Ir 711 — Amt Of ' ATLANTIC BZAC PLOR I DA 32233 Work ME* ------- LZOAL DESCRIPTION --- ' '5oustr T e. r0pos m Lot.- 111 ack 4d e. MITY Section- Township: RNG code "kit i atod, va I ue.*, Subdivisi on tELVA LINKSIDE to ()0 0,,V-,� �Costt r to.,00 Total Pees- Amount 3111/96, Work D RIGATION, SYSTEM PER PLANS APPLICATION kElts � _CJTTOF PERMIT $25.00 WAITE 1MPACT F EE $0.00 C9, PLOR FEE' ' 5D"i' t RADON GAq�-H. to .00 - M#oRMA ON, RADON C" 594 Mat It L :or, INC. V CAPITAL IMPAO'VE. JA ILLE� , PL 3'2257 CROS9 :CONNECTION Type,* 0 SzC illIMPACT PRE : wot 4tTSVRCjiAR(;E 00 ALL Cot4CRJETF fORMs:Af,4D FOOM Os MUST Be Mr,SOTAD;lIEFORE POURINor PERMITVOID SIX MONTHS AFTEADA R, TEOFISSUF BUILDING MATERIAL,RUSSISHAND DEBRIS FROM THIS WORK MUST NOT 19E PLACE CLEA -D UP AND V BE :RE 'HER P IN PUBLIC SPACIE,,AND'MUST "A LED AWAY,B CONTRACTOR OR OWNER �;F Tjb,� C.61WP WITH HE MECHANIC% LIEN, LAW CA E ULT IN S TWICE FOR V rY0WN0#,.'"NG THE '18 E S )ROING TO APPROvED ACCC PLANS WHICH ARE PARTr'OFTHIS P ERMIT AND SUBJECT TO REvOC L PAC:ASIONS,'OF LAW. P wD 'AP,,41CAS E 3/ R "kI IN C ,T LCIROOP"CE 00 ATLANTIC BEACH BUILDING DEPARTMENT, 00lw%l&-lw0 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING rERMIT OWNEX OF PIROPFRTY: �HAAA y.qi_...42,fi_4_4A 4L A c PLLIMULNG CONTRACTOR'S ADDRESS:ly.zt9 STATJE LICENSE NUMBER: r TELEPHONE: . HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED NKS hS _,.-WATER HEAJTRS TUBS -----DISHWASHERS DISPOSALS CLOSETS WASHING MACIIINES SHOWER P&N9 TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE =$25_00�) SIGNATURE OF OW`NER:__L_n", 1. QLIA 4 k 0 SIGNATURE OF CONTRACTOR! ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 4-9 CITY OF ATLANTIC BEACH, FLORIDA -ifIRMIT Approved bV APPLICATION FOR ELECTRICAL TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- L IMPORTANT NOTICE: IN CON�IDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC 13EACH ORDINANCES. h let k4eo'- c 4 LiA ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE J0URtJEYblA IF -RFD-BOX- NA BLDG.SIZE BETWEEN: RES.w AFTA COMM. PUBLIC,( INDUS. I NEW OLE) I REW. I ADDITION I TRAILER ( TEMP. SIGNS ( -SQ. FT. SERVICE: NEWP< INCREASE REPAIR FEE .2 0 Amps L-156 COPPER I ALUM. CONDUCTOR SIZE - V-� AMPS I PH 1-3 W 2YOVOLT I RACMAY OTCH OR BREAN R j EXIST.SERV.SIZE AMPS PH I. W VOLTI RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN. 1 TOTAL 0.30 AMPS. 3j.i00 AVAPS SWITCHES INCANDESCENT FLUORE;CENT&M.V. FIXED J-0 100 AMPS, OVZR APPLIANCES 1 1 1 BELL TRANSF. AIR H,P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT 0.1 OVER MOTORS H.'P. VOLTAGE pHs NO. I II.P. VOLTAGE pHs OD ZO Q CD 0, ti S� �3 5 CD co p c, I R- 0� CD % J3 0� C, :A I'D co po o Jlh CD Ila so 09 7� 00M DOARl 12 will''. I I �� , -_ `14 CITY OF ATLAWICIA i,b 00100 r0:38 10" AT,101 4 iTION -LOR IT fxF*R"T-ION 11) 1$31' LINXS E , 111,30 Nu Ober ATLANT I C BEACH BUILDING -ini t DESC I PT I ON LEGAL R St k 0 9 rk ct, 0, wo L RNG t TYP WOOD r y4nship Y� osed Use SINGLZ F) oxielml rop u o SELV '44 Code Sss�,,jt3 st, ed V,41 ue, jloprov" 'Cost . 24*1 Total Fees a PER p Nis 40 NEW: HOME A"ICATION FEE$ ZRI I�'T T STATE $430 .00' - OP S639-00 7� CIT'r 9 IMPACT FEE E SOUT P Nt DRIV A FEE, FLORIDA'' 4 $6A9 -H R S GAS to ..3 7 - 'RADO T IMPROVE, ESTAT 'Ale: slut 0, ,CONNECTION ILLE rL 32,41b JAC .00. ACT FEE JSEC H -34 5� Type, 61 92 01 k"P 14 b 4A 44 POURIRG, 'IN 0 BEFORE SPECTE ALL CONCRETE'FORMSAND FOOTINQSV MONTH S AFT01 P101MIT VOID SIX Sit SF_ DE681S FROi �,NOTIBE fi THIS WORK MUST RUBSISH AND MATERIAL, RAULtD AWA 'EK NT ico ' RACTO UPAN Y i3y E" 10:COMPLY LEN,` 'SUL TIN INITH THEVECHANICS,,�� �, AN:,;RE W Jim W "IN, Q Oil I'v E PART OF THIS PERMIT AND SUBJ DING,TO APPROVED PLANS WHICH AR AQCQ" 01Rx L TH 1�1$40 U41 OF OF APPLICAOLE PROV! 41, IV t2i IX4 win", E T :BE BUI A PSR411�4' 11167 DE MMENT OF BUIL DINO PA ofty OF ATLANTIO,BEAC' H' PERMIT INFORMATION, LOCATION INFORMATION --------- Per Mit Number., 11,167 Address'.- 1531 014)(SIDE DRIVE 'A 32233 P%*_rm(t� Type: PLUMBINT ATLANTIC REACH, FLORID class 6f Work,* NEW --------- LEGAL 'DESCRIPTION WOOD FME Lot: � Block Sect i on: cools tr',: T�pe,. P t"OP 60 4d,� Tis e: SINGLE FAMILY Township: RNO: 6 Dwe-I I ing s I Code: 0 ' Subdivision: SELVA LINKSIDE Estimated Value: Sol.00 Improv : Cost # , $0:.00 Total Pees * $517 00 Amount $571.00 D �i o 'Work ri IN NEW HOME RMATION; APP L10ATION FEES Name OF PERMIT $,57 .'00 CAT`� 9 DRIVE WATER, 114PACT FEE , $0 .00 CH, FLORIWDA2 3 IMPACT FEE: $0 00 0 7 AJ6 R ------- T IN --- �T ON R4, CAB, SO.00 Name. PLUMBI CAPITAt :IMPROVE. Address: 402 $0 .00, AND I N! G BL CROSFCONNECT ION $0 .00 'License: CFC 4 Type� 4 SEC H IMPACT FEE $0 .00 CONST.,SORCHARGE .00 el SCHARGZ/ATL BCH ' 0 ' 0 i�"NOTES: N01nCE—ALL CONCRETE,FORMS AND FOOTING$Must e 9 MPECTE0 BEFORE POURING PEAMIT.:V01D�SIX MONTHS AFTER DA Tg OF,ISSUE -o BUILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT BE PLACE0 IN PUBLIC SPACE,AND MUST BE E CLEARED UP AND HAULED AWAY BY" ITHERCONTAACToR'OR OWNER _,'TAILURE TO COMPLY,,WITH THE- MECHANIC'Sti -RESULT IN T EN LAW CAW THIEPROPERTY 0"RI"INOTWICE FORTHE IS ILDI 71 .18SUED ACCORDING TO APPROVED PLANSIX. 101-1 ARE PART Op'tH , IS PERMIT AND SUBJECT To AiV�Owl, W FO �v ,i ,*MON 6F,.AJP-Pbfc�BLI�PAbV GE *00 CH 0 jV, vi ]"i 001jW4 ArLANTIC BEACHBUILDING DEPARTMENT Y. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: �/O OWNER OF PROPERTY: BUILDING CONTRACTOR PLUMBING CONTRACTOR AND ADDRESS: 'L�o /)not r' ,� L 1�j oil TELEPHONE NUMBER: a STATE LICENSE NO: A-d% n a x�,yf TYPE OF BUILDING: cfa�E TYPE OF WORK: 4!� HOW MANY OF THE FOLLOWING FI"ZS INSTALLED SINKS SHOWERS RATER HEATERS --- .-LAVATORY --BATH TU13S - DISHWASHERS ----:URINALS ISPOSALS -CLOSETS -...WASH I NO MACH I NE -FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: $3.50 + $15.00 ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION *'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address- �-3 1 �- I tj k-ks D E Date V;z - Heated Square Footage @ $ per sq f t = $ ,---Ta�r�g Shed @ $ 06 per sq f t = $ -7 6 Carport/Porch @ S per sq ft = $ Deck @ $ per sq ft = $ Patio @ 72-- per sq ft = $ TOTAL VALUATION : $ 9,5 )363 ,!V66-00 $ Total Valuation 1 s t $--Z). ,�0 C) 2,F, 36 3 ls'6- 00 $ Remaining Value per thousand or portion thereof TOTAL BUILDING FEE 0 + 1/2 Filing Fee $ (Do (i ) Fireplaces @ $15 .00 $ IS-.06 BUILDING PERMIT FEE $ 6, 39, 00 WATER IMPACT FEE $ - i6o-,,36,cc SEWER IMPACT FEE $ a s-6-6 0 WATER METER/TAP $ . &4760 CAPITAL IMPROVEMENT $ - -3 ;2L.OP SEWER TAP $ 0 Vq6q ) RADON (HRS) .0050 $ SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ (1q49) SURCHARGE . 0050 $ &41 7 q OTHER GRAND TOTAL DUE 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 ?ROPERTY .�CSCRIPTIOH k;-; 716 OCEAN BOULEVARD qL---Block 8--—----Sectio ri P.0.BOX 25 ATLANnC BEACH.FLORMA 32233 zoning TELEPHONE isiov 24sL2m ;treet N DESCRIPTION OF WORK )r Addre:"7-1aaLLL—', r\--t---% -------- If In a FLOOD HAZARD *Iood Zones complete page 3. Brief Close of Works Now/Re*od*I/Add ition) ------- MHING INFORMATION Type of Construction :Cninq Proposed U sixtrict: nv$-- Estimated Value 1�y-------- :XceptLons or Materials s -------- ariancen Grant*ds—-—--—- Solid or Filled Grounds_ ___Roof OWNER INFORMATION Method of Hastings-f-zem�)I-e-----— E-Lj-r- Property Owners- Ln e Phone sAiL "ailing Address S F1 CONTRACTOR INFORMATION Contractor i-Le-a-, Phone I Hailing Address s_LQ_Q k4 Zip s JAi cupir ti License Mumbers--�R 3 0,-;L0 3 —--------——---- I 1198911V CCRrSfY TNAT I NAVIC MCA* AND EXAMINCO TH29 APPLICATION AND KNOW T"C SA"C TO Ot T*Uv AND CO#t*tCT- ALL P*0V12IOK1I (W TI* LAVII AND CRDIXANCC9 GOVER411140 TWIS TVPC OF WOOK WILL VIC CMPLZCO WIT". WNCTNCR xP=rzCD "Must cot NOT. Tole 011AUTING 'Dor A VC014IT Does NOT PRCSUMC To QJVC AUTHOSITT TO VZOLATIg CM CANCICL THe p*oVIGIONd or ANY FEDCN^L. STATC OR LOCAL RULtS. 2"C"Nstua Twe oovv*uIwo oop coosTpUcrtev on rmc 11COULATIONS. oaDrNAWX11, all LAWS IN ANT NANNIM. T141S PC*RzT IS rew"MMANCS cop CONSTOUCTEON 00P Tut PNOJCCT. z USIDICKSTA"o T"AT Twe 993UANCC or Toc rLA*s Ako surroor:vc INFORMATION &ZING TRUC AND 4CO14iCCT NO THAT u ComTjoo"r UPON T109 AMOVC DATA HAVC 9CCN OR SNALL* 10C PROV166D 49 OUIRCO. AND 4CO1GRCCT IND KID,W68911=1mroer Dote- Owner Signature rotDate- FLOMPLAXK DEVELOPHENT XMFORHATZON Type ol Devwlopwents____ ----------------------------------- Flood Zones 4— Required Lowest Floor Elevations_ Xf building Lot located within a Ilood hazard zone, a survo; must be made AFTER THE SLAB RAS R POURED, certifying that the LOWEST FLOOR ELEVATZOU In equal to or above the base glood elevation established :Ccw that zone. No linel inspection will be *ad* and no cortl-f-loste o:f occupancy vill be Issued until the murvey is on �filw with the Building Doport,mento COMMENTSt Applicant AcknovIedgeummts I understand that the Issuance of this permit to cxmtjn*9ent upon the - above Informatlon being correct and that the plan=- and suppowting. dots have been or shell be provided so requirsdo X agree to comply with all applicable provisions ot Ordinance Xo. 25-7-11 and all other love or ordi noncea affecting the proposed development. Date------ ....Applicant's Gignature-------------------------- --- --------- ------------------------------ Department Use R4qulrod Lowest Floor Elevation —--------- Am% Built Lowest Floor Elevation ----------------- Survey Filed with Building Department ----------- -Bu--iid-i-n-g--D-�-e-p;r--tment Representative page 3 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 & BATH (8) TUB OR SHOWER STALL (6) 1 -2– WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 1111FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) __?OT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF 0 KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) —L—KiTain SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH I FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) EBLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) URGEONS SINK (3) LAVATORY, SURGEONS (2) iSACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS—(9 1, $20.00 EACH $ JOB INFORMATION as/,PC Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 91 SL 2 BUILDER: CENTEX AND ADDRESS: 1531 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1469 .00 6. Predominant eave overhang (ft. ) 6. 1 . 33 7. Porch overhang length ( ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 134 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11 .00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=13.00, 1493.00sqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=13.00, 173.00sqft_ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sqft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16-Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234.78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:- S- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNERAGENT: BUILDING OFFICIAL: DATE:- DATE:- ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 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 R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 13.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: 6a4 Date: city/z ipcy!�6 3xv Florida EKergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL' CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 91 SL 2 BUILDER: CENTEX AND ADDRESS: 1531 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEAIZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition I . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6 . 1.33 7 . Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass Ba. O.Osqft 134 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10-Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sqft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sqft 11-Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sqft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13-Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15-Hot water system: 15. Type: Electric EF: 0.90 16-Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:- //-.)7--9s- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- //_0 7-9 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 91 SL 2 BUILDER: CENTEX AND ADDRESS: 1531 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5 . 1469.00 6. Predominant eave overhang (ft. ) 6. 1.33 7 . Porch overhang length (ft. ) 7 . 5 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass Ba. O.Osqft 134 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=13.00, 1493.00sqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=13.00, 173.00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sqft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0 .90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99 .67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: (11)-4-m ao-c'o compliance in accordance with Section DATE:- //_d 7_5�1- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: A- DATE: SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- S 84 .00 65.8 5527 .2 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 9.0 66.2 .92 546.6 DBL CLR s 35.0 66 .2 .94 2178.0 DBL CLR S 10.0 66.2 .77 509.7 DBL CLR s 10 .0 66.2 .77 509.7 W 50.00 65.8 3290.0 DBL CLR W 5.0 79.7 .65 260.3 DBL CLR W 15.0 79.7 .97 1155.6 DBL CLR W 15.0 79 .7 .91 1083.9 DBL CLR W 15.0 79.7 .91 1083.9 ---- ---- --- ------ . 15 x COND. FLOOR / TOTAL GLASS ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------ ------------- . 15 1,469 .00 134 .00 1.644 8,817 .20 14,499.03 1 8,562.48 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 .9 1343.7 Ext Wood Frame 13.0 1493.0 1.50 2239.5 Adj 173 .0 .7 121. 1 Adj Wood Frame 13 .0 173.0 .60 103.8 DOORS---------------- Ext 21. 0 6. 1 128. 1 Ext Wood 21.0 6. 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868.0 .6 520. 8 Under Attic 30 .0 868.0 .60 520.8 FLOORS--------------- Slb 114 .0 -37 .0 -4218.0 Slab-on-Grade .0 114 .0 -41.20 -4696.8 Rsd 380.0 -4 .0 -1516.2 Rsd Wood Adjacent 11.0 380.0 .70 266.0 INFILTRATION--------- 1469.0 8 .0 11752 .0 Practice #2 1469 .0 8.00 11752 .0 TOTAL SUMMER POINTS 22,675.65 l8r921.00 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,675.65 .37 8, 389.99 1 18,921.00 1.00 1. 100 .340 1.000 7,076.45 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- S 84 .00 -10.6 -890.4 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 9.0 -28.4 .96 -246.2 DBL CLR S 35 .0 -28 .4 .97 -967 .5 DBL CLR S 10.0 -28.4 .87 -247 . 1 DBL CLR S 10.0 -28.4 .87 -247. 1 W 50 . 00 -10 .6 -530.0 DBL CLR W 5 .0 -9 .2 .03 -1.3 DBL CLR W 15.0 -9.2 .90 -124 .2 DBL CLR W 15.0 -9.2 .74 -101.7 DBL CLR W 15.0 -9 .2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,469.00 134 .00 1.644 -1,420.40 -2,335 .71 -2,587.67 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 2 .2 3284 .6 Ext Wood Frame 13.0 1493.0 3.40 5076.2 Adj 173.0 3.6 622 .8 Adj Wood Frame 13 .0 173.0 3.30 570.9 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Wood 21.0 12 .30 258.3 Adj 18 . 8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 868 .0 1 .2 1041. 6 Under Attic 30.0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8.9 1014 .6 Slab-on-Grade .0 114 .0 18.80 2143.2 Rsd 380.0 1.0 364 .8 Rsd Wood Adjacent 11 .0 380.0 3.60 1368.0 INFILTRATION--------- 1469 .0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6 TOTAL WINTER POINTS 15,337 .79 18,957 .33 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15, 337 . 79 .55 8,435.79 1 18,957 .33 1.00 1. 100 .500 .950 9,905.21 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803 .0 11,409.00 40 .90 1 .000 3719.7 1.00 11, 159.00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8390.0 8435.8 11409.0 28,234 .78 7076.5 9905.2 11159.0 28r140.66 EPI 99.67 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 I ---------------------------------------X- 1 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 I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R 0 R-7 Wall R-Value. . . . . . . . . 13.0 1 --------------------X1 R 0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 .88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0 .54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0 .40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: &,Qx'Ho" Date: )/-,)7-5S" City/2.'ip 32,2_1 � Florida EWergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :91 SL 2 ADDRESS : 1531 LINKSIDE DR CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 SF Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62. 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANTAPPLIANCE 3000.00 DUCT LOSS 1100.67 DUCT GAIN 1897.69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874.61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR : 4622.82 20% SENS.OVRSZE FTR: 4174.92 ACTUAL + 20% OVERSIZE: 27736.94 ISENS. + 20% OVERSIZE: 25049.53 -------------------------------- ---- -------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUP. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HT-G—CFM -------------------------------------------------------------------- L 0 A D C A L C U L A T 1 0 N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 5 .00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15 .00 435 .00 690.00 South Double Clr Drapes/Blinds 1 10.00 290-00 250.00 South Double Clr Drapes/Blinds 1 10 .00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261.00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 Infiltration : Winter Htm ( 33.04 x 134 .00 4427 . 36 1164.46 Infiltration : Summer Htm ( 8.69 x 134 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 .00 8313.359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 .60 3284.60 Wood Stud - Adj . 13 173.00 553.60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331 .20 3544. 10 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598.50 266.70 Solid Core/wood - Adj . 0 18.80 417 . 36 78.96 Infiltration :Winter Htm( 33.04 x 39.80 1314 .99 Infiltration :Summer Htm( 8.69 x 39.80 345.86 --------- --------- --------- SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868.00 1128.40 1388.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693.60 000.00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114.00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013.45 18976.92 ------------------------------------------------------------------------------- IrINANCIA1.PRINTING 0>~ V To whon�It may concern: The undersigned hereby informs you that Improvements will be made to certain real property, and in accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTItE Or COM=NCZM3NT. Lot Description of property ----—------ ------------------------------ ---------------------------------------------------- ----------L -�L� ACcording to plat thereof recorded in plat book LJ-7 Pages ---- --- -5�1-------- ----------------------------------------------------- of the curren�' c records of Duval County Florida General description of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab --------------------- ---------------------------------------------- Centex Real Estate Corporation Owner ------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's Interest In site of the improvement --- -- ---------------------------- ------------------------ Fee Simple Title holder (if other than owner)- ------------------------------------------------------- Name ------------------------------------------------------------------------------------------------------- Address -------------------------------------------------------------------------------------------------- as owner Contractor ---!!!a!-- ------------------------------------------------------------------------------------ Address ----^--------------------------------------------------------------------------------------------- Surety (if any) ------------------------------------------------------------------------------------------- Ad&ess -----------------------------------------------------------------Amount of bond $------------ Name and address of any person making 2 loan for the construction of the improvemen,ts, Name ------------------------------------------------------------------^---------------------------------- Address -----------------------------------------:------------------------ ------------------------------- Name of penon within the Stitt of Flotida, other thin himself, designated by owner upon whom notices or other documents may be seived: xam, -L�L�92,21itah Title .& y._.QQ------------------------------------- ---------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -------------- ------------------------------- --------------------------------------- In addItIon to himself, owner designates the following person to receive a copy of the Llenor's Notica as provided in Section 713.00 [2) [b), Florida Statutes. (Fill in at Owner's option), Name ------------------------------- --—----------—----------------------------------------------------- Address --------------:-----------------------------------------/---^------- ----------------------- CONTRACTOR : CENTEX HOMES JOB: 3705A&C-HOLMES DATE: 06/23/95 HURRICANE ANCHORAG TRUSS NO. UPLIFT TRUSS STUD TO STUD TO TOP PLATE SHOE TlG 200 TRUE TIE RT2418 RT1 818 Tl 280 TRUE TIE RT2418 RT1 818 T2 850 TRUE TIE RT2418 RT1818 T3 470 TRUE TIE RT2418 RT1 818 T4 470 TRUE TIE RT2418 RT1 818 T5G 200 TRUE TIE RT2418 RT1 818 T5 340 TRUE TIE RT2418 RT1 818 T6 360 TRUE TIE RT2418 RT1 818 T7G 200 TRUE TIE RT2418 RT1 818 T8 830 TRUE TIE RT2418 RT1 818 T9 820 TRUE TIE RT2418 RT1 818 T9A 820 TRUE TIE RT2418 RT1 818 T10 650 TRUE TIE RT2418 RT1 818 Tll 670 TRUE TIE RT2418 RT1 818 T13 1250 TRUE TIE RT22 RT22 11 270 TRUE TIE RT2418 RT1 818 J 3 220 TRUE TIE RT2418 RT1 818 J5 230 TRUE TIE RT2418 RT1 818 J7 EJ 260 TRUE TIE RT2418 RT1 818 J7 HJ 880 TRUE TIE RT2418 R HUGHES/SEMCO CONNECTORS MAKE NUMBER UPLIFT CAPACITY SEMCO TRUE TIE 320 W/2-8d SEMCO TRUE TIE 640 W/4-8d SEMCO TRUE TIE 960 W/6-8d SEMCO TRUE TIE 1280 W/8-8d HUGHES RT2418 865 W/1 8-1 Od HUGHES RT1818 865 W/1 4-1 Od HUGHES RT22 1208 W/18-16d APPROVED (;I[Y OF ATLANTIC BEACH BUILDiNG -c o -! 19 b oiliD 14 23 ' /CONV . FRAME GABLE -T IF--Tr. I T7G 4 4 I T81 cc) T9 cn cn CD TgAl TIO Tit ---y 8 T� —t I I — 9 T3 T2 I CENTEX C�j PLAN 3705 ELV . A/C T4 T,I-G - 21 37 ' Scale: ob: (4-3599) LOT / TIG 8' GABLE THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECT.IONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): do 00- '2oo lot WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift --------------------------------------------------------------- Xm* UPLIFT *xx I *m* HANGER m*K H5 ' -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1p y MTS12 - -1000# 1 HUS26 - + 3315# :1550# 16d 1ply MTS12 - -20000(2 Each) I HHUS48 - + 42990 1660#110d 2ply MTT28B - -37860(2 Each) 10d)l HHUS48 - + 5180# 20000(36d 2ply MTT28B - -4455#(2 Each) 116d)l HGUS48 - + 6640# :21990 10d 2ply MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 26500116d 2ply CS150 - -1650#(EaCh) I HGUS5.5- +113350 -39450(16d 3ply ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 L 4 T3X4 6 Cu 2X4 (DI) X4-(0 1) 8 R=94 plf W=8' TAG TIO SEQ: 61437 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL = I REV. 17.2m SCALE -0.5000 ALP INE ENGINEERED PRODUCTS, INC TRUSSES REGUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF X*IMPORTANT*x SHALL NOT BE RESPONSIBLE FGO ANY WARNIN(3 IN HANDLING, ERECTION AND DEVIATION FROM 1�11S DESIGN DO THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us TC OL 7 .0 PSF DATE 12/12/94 FAILUNE TO 60ILD !'lC rRUSS IN CONFORMANCE WITH OST08 BY 1111 IOR AOUIIIONAL SPECIAL PERMANENT BRACING RE AUPIN�f A;IL MAOL OF 20GA GAILY. STEEL MLETING AS!. Ud:ilk�INIS UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A-b G" I L�C' 1, 1.5 "u;,J A��P�Y CONNECTOPS 10 k ACt'i A�� U? ChUHA S,lkIL OF LATERALLY BRACED Willi POUP1.711 ANJ OIl1,RWI!:i UCAIL0 ON 11115 GiSIGN. PUS111ON I Y A;1ACIlil)PlYWOOD SHLAIHINC. BOTTOM CUORO 5606 BC LL 0 .0 PSF NPW LONNIC111,4-, ;111 IIJUWINLlt� 1 10. 1�0 G IGOA V Ol.SIGN SlANi,AU95 Willi 4'ii011i III-Y AIIAC14ED RIGID CEILING - SEE CONl U'P` PROVISIONS Of NOS & IFI AN INr IN!�1; % AL,11NI TECHNICAL UPDATE 1711191) fOR PUOPEH STATE OF z TOT.LD. 4 7.0 PSF O/A LEN. 8-0-0 SkAi U% !'�I� j:­l,,jNG l.dilt[IS 10 Ikk COMPUNLNI 01,�Klfil i-IiYWAI, APPLICATION FURNISH A COPY of 7l'Is 0 Rio I? DUR,FAC. 1 .33 I;I I� !F0 UPON I, "Y G lHi T -1 1IS:U1 10 11W 1H.SS ERECTION CONIR.C:0,11 IIE0'- � 1. 1 , 1-1- ��A­l z", .;." �'Ir"11:01 �n;; WCO:3 In,;, "ll-In' "I... ISPACING 24.0 ITYPF dgabi Jot): (4-3599Y-LOT / TI 8' COMN GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 280 WEBS 2x4 SP #3, BRG.LOC (FT): 0.00 7.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Xxx UPLIFT **x I *** HANGER *** H5 . -455#(JaCks Only) I HUS26 - + 2751# -1286#(10d 1p y MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660:00d 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 At + 5180# -2000 160 2ply) MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#110d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16cl 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) ----------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —4- -4- T 4X4 6 F,;- 2X4 (A I) X4 (A I) ___r_ n 4�"3 Li 2X4 8' R=819# W=3 8 R=819# W=3"8 TAG T21 SEO: 61441 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.2m SCALE =0.5000 ALPINE UNGINEFRLD PODDLiCTS, I c TRUSSES Ill.UIPE E.IFI1.E CARE 12/12/94 TC LL 30.0 PSF REF *XIMPORTANT*x SHALL NOT BE AESOO�SIULE FOR A�'Y WARNING I IN HANOL ING. ERECTION AND DEVIATION FAOM 11115 DESIGN On THESE SPECIFICATIONS. On ANY BRACING SEE HIS-91 BY TPI SEE 111 15 DESIGN I AIlAji,E 10 BUII I) h,L MUSS' IN CONI O�WANCF WI?,,QS188 BY 7FII FOR AGOITIONAI SPICIM PERMANEN; BRACING RE us TC DL 7.0 PSF DATE 12/12/94 At V I N� CONN C:()III; All, MADI ill ?0GA UAI V �OLtt �!L]ING ASIN UU I ILE.ENTS. UNI f SS 111 1 1 IlW I St. I NO[CA I FU, I UP BC DL 1 0 .0 PSF DRWG A44b G'I d iXC P1 AS Njljj AI�Pi Y Z�NNtC;U-;S �Q AL�� ­U� 0, CIAORD SHALL BE I All,WLY IJOALrll W1 IH PROPER llikj!;5 AND t,Ntit,ti 011-4WIS1 I W.A111)ON 1­�.Ol�ijCN. PUS][ION I Y AITACHLO Pt YWOUD SO11AMING. tiOlIUM CHORD Z 5606 BC LL 0 .0 PSF NPW (AINNICIMiS I'Lit IMAWINW. I Ill, 1�10 4 MOA 1 01 dC;N SIANI)AIMS WIM 11FIGII1111Y AIJACtAU MG111 473 11 ING S�f CON'0;-M W/Ai'M KIM-t ditUVI:,;0%S LA NOS K .-I AN f NG I Ni )I S AILPINL IECVAJICA1 UOI)Alk (1/l/11t; iUH 11IRWILR STATE OF TOT.LO. 47.0 PSF O/A LEN. 8-0-0 OR101, A, ON IWS 0;;A.�NG AP,�!:i:. l:1 -L COWOM 11 L)­1C:1!) 11tilE DRYWALL API't;CAI[ON I JQNII,*1 A COPY (IT THIS Y 11 11Y �i A, D!SIGN 10 hif 46S 1;)1 t.:ION Ci;Nl,1AC;1P4 DUR.FAC. 1 ,33 ZNEEVF�,,"' EnEE] ...... 1:"_I, I t':CA I f'l -1; f3l' '11 SPACING SEE ABOVE ITYPF comn ob: (4-3599) LOT / T2 21 ' HIPS 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x6 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 850 840 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *x* UPLIFT **m I *** HANGER *** H5 . -455#(Jacks Only) I HUS26 - + 2751# -12860(lOd 1p y MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(IOU 2p y) MTT288 - -37860(2 Each) MICH HHUS48 - + 51800 -2000#Mo 2ply) MTT28B - -44550(2 Each) (16d)l HGUS48 - + 6640# -21990 10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -265001160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(i6d 3ply) ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' 7' 7 7' 6X8 T2 QX (R) T I .5X3 1 .5X3 6 F,-,- 4X5(A2) 4X5(A2) X4 4X4 3X 2 1 21 2' 7' 7' 7' R=2105# W=3"8 578# 578# R=2105# W=3"8 TAG T7 EQ* 61445 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = I TOTAL = I REV. 17.2m RCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRU55ES REQUIAL EXTREME CARE 12/12/94 T C LL 30 .0 PSF REF X*IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN ANULING. ERECTION AND DEVIATION FROM THIS DESIGN 014 IHESE 5PECIFICAII[ONS, OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN us T C DL 7.0 PsF DATE 12/12/94 FAILURC TO BUILD 110. IIIUS!� IN COMOHMANCI Willi OST88 By IPI (Oil A11011IONAL SPECIAL PIMMAMNI BRACING III, ALPINE CON.ICI0,IS AHI Ail 01 �!�iA i,11 V �L't" Mil VING ASIM QUIIII.LNIS UNIESS 01"CHWISI INOICATFI), TOP 13C OL 10 .0 PSF DRWG A,." (;,I [I IXG,111 I.S N0110 A,0�I j­";L, U iACH kAIA III LIHII,fi) tAIAll Ili. I AIIHAilY 114AC!O WIlH PHOPL14 5506 IHIjS'i AND B1,911WIS, IOE.Alili(IN !1,1!. IRS16N, PUSI]ION ly AliA011.11;4YWUOIJ SAIIAIIIINC. IJUIIUM CHUM BC LL 0 .0 PSF NPW - CONNECIGIIS PIR BHAW,NGS IJ0. 153 & 11,0A i :;ESIGN StANCIAROS WI III PROPERLY ATTACHED HIGID CLil ING -- SEE CBNfOF1M W/APPL ICAOIA Pi1QViSIUNS :I- NOS C IP' AN ENGINEER 5 k-PINE TECHNICAl UPDAIJ ()/1/91) FOR PROPER STATE OF TOT-LO. 47 .0 PSF O/A LEN. 21-0-0 SfAt ON THIS B­w;NG k1liq 11-i 10 1, M-PIClEo HURF $)HYWAIL APPt ICATION A COPY 01 IHIS 4 o RIO 01JR.FAC. 1 .33 .1 11' 1 AY 1),!,ILN I,) I", I IISS L L11 A A I INE EO� -I, W;HMA: Ili H,P, ';-1 1 [.ICA i 111H 1 1111 1 li, 1 1.��I,,," I SPACING SEE ABOVE ITYPF hipS ob: (4-3599) LOT T3 21 ' HIPS 9'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 460 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED , 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REGUIREMENTS M-Gravity (-)-Uplift --------------------------------------------------------------- *:x UPLIFT x** I K*w HANGER *** H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d) HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS -9. 3- -1� -91 1 4X (R) T rn z 1 .5X<3 1.5X3 0 6 4F,- ;q 3X4 (A I)m 3X,4 3X4 31X4 3X4 (Al) 21 Fi-2' 21 2' R=1140# W=3"8 R=1140# W=3"8 TAG T8 SEO: 61448 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV, 17.2m SCALE -0.2500 X* ALPINE ENGINEERED ACOUCTS, INC, TRUSSES REQUIRE EXTREME CAPE 12/12/94 TC LL 30.0 PSF REF XXIMPORTANT SHAL L NOT BE RESPONSPIOLE FOP ANY WARNING I N HANDLING, ERECTION AND OFVIAIJON IROM IlTIS DESIGN PIT I"E SE SPE C IFICAITONS. Oil ANY OHACING SEE HIB-91 BY IPI SEE THIS DESIGN I All will tO 1111k 11 I'll IN CONI OHMAN(I WJ!$I R!;FjjJ! HY ll I I OR AI)DI I JUNAL Silt(:JAI 14 IlMANI NI DUACING lift TC OL 7.0 PSF DATE 12/12/94 AT I Ali!UOA:�l V �,llll 11,!INI, 11,1" MI 1,115 U.I IS IIHX P.!!1 INOICAII If. ITT' BC DL 1 0.0 PSF DRWG _t I A $,I AU N , A ,Y L NAT L I 01b :0 1 AL,,,Al, 0 C.TO140 SHALL UL J.A I k HAt i Y 11,;ACk 13 W I I,,IlRUPLH I Q,!5'j AND HN,L�jS I)I,,f RW I 5� I KAI,0 ON tiff', 1),SIGN, POST i tO% LY ATTACHED PLYWOOD SItEAillING. BOTTOM C,QAD 5606 BC LL 0.0 PSF NPW 7 - Al ��t H). 1�0 & !BOA � D[SIGN STAN�)A,;-)!� WITH PROPERLY AITACIIED RIGID CEILING 51 F : STATE OF 47.0 PSF O/A LEN. 21-0-0 CON Or'. IL;-.N:l�I� 44uV!sIu,! Ot N_5 4 Till AN 110'Nr it '., ALPINE TECHNICAL k,PGAlt (//I/gll iOR j4jt)PF�H TOT.LO. S,A; 1,1 1,jF, A-',o', fld cr)�WJNLII 4;T� T"'WALL APPL ICATION l­U;l%IScl A (:011Y Iji Ti,19 o RIO R FAC. 1 .3 N ::N. "1 11 A", 2;,�; 10 ou =T ACING 24.0 ITYPP h i DES ob: (4-3599)- LOT / T4 21 ' LITE STOR. THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB): 470 460 WEBS 2x4 SP 93 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- N:* UPLIFT x** I *** HANGER *** H5 -455#(Jacks Only) I HUS26 - + 2751# -12850 Od 1p y MTS12 - -1000# 1 HUS26 - + 33150 -15500 16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660# 10d 2ply) MTT28B - -3786#(2 Each) MICH HHUS48 - + 5180# -2000#(16d 2ply) MTT286 - -44550112 Each) (1601 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#1 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) ------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 10*6" 10'6" F 4X5 (R) X3 6 F'- Lo 3X5 (A I) 3X5 (A I) 3X 4X 2' 21 ' '2 R=1770# W=3"8 R=1770# W=3"8 TAG T9 S 0: 61450 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.2m S ALE -0.2500 ALPINE ENGINEERED PRODUCTS,, INC TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF x)(IMPORTANTxx 511AII NOT Ot RIF-WONSIBli 101 ANY WARNING IN HANDLING. E14FCI ION ANn "W"", ITT VIAI 10.1 10- DI t,l(,N Of I I I It tit SIN C I I I C A I I OK;. OJI1 ANY HOW I N(, tit I I"IT 91 " I iI I SEE TIES III SICN TC DL 7 .0 PSF DATE 12112194 '411 1111:1 11 1 11, IIIUS!� �N C.N1...AN11 I III Ol 118 HY 1111 T CH AIDE I I.N.L SPECIAL VIVI.AWNT .14ALING RE A�P I N NNI I,:(I A,Ij MADI. 01 20GA GAILY SILt L Mi F I TNG ASI. UU Ilk ME NIS UNI ESS OTHERWISE TNOICATtO, TOP BC DL 10 .0 PSF ORWG A44L (;.1 11 k XL� 1,;IfU APPLY CONNECIORS 10 t�L41 iAC, 01 C"OOD, �;,A,L [k I A TL HAt L Y BRACLO*I I, 0AWL0, 5606 TRUSS AND UN. 1jjj 0... I tL _OCATLO ON IIIIS D,S[C;N, POSITION �Y AJIALHEU PkYW000 SREAIRING. BOTTOM CROPID BC LL 30.0 PSF NPW lbo & 160A F DESIGN STAWA11,05 WI[I, P�TOPEAt Y ATT4CIEO RIGID CEILING -- SEE STATE OF 0—0 CONIC" K/";"' I -"fOV:bIONS Of NOS& IIII AN tNGINFIII 5 A,PIN� 1ECkIN;CAL LPOATE 0/1/91) FOR PRO,IER TOT LD. 77.0 PSF_O/A LEN. 21 SIA, ON ­;'. 10 TI,, CO­GNIN1 11"ICIILI I�Ift API�,I(:A(ION URNIS), A COPY Or li�js 0 RIV IDUR.FAC. I I . 33 ..N 0.1�1� lm 11, IN A1.1 W111.� -1 :;1!�H,' G ill, IIUSS 1,14CI 10.1 LONIIjA(:IO,; 11E�n� N,.LZ 1 111. 'A* H'ZlIol 11 11-A 7 01 1 01 1, III [SPACING 24.0" CO"mn 1 .000 CON'I ION ITYPE ob: (4-35991 -LOT / T5G 8' GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY_TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): A WEBS 2x4 SP #3 BRG.LOC (FT): C�oo UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift ------------------- ------------------------------------------- *:* UPLIFT K** I mm* HANGER mm* H5 -455#(JaCkS Only) I HUS26 - + 27510 -1286#(10d 1p y MTS12 - -10000 1 HUS26 - + 3315# -1550#(36d 1ply MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2p y MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) ------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 4 -4- T3X4 :7 6 0 ru 2X4 (DI) X4 (01) 0 4 L t+N" 10 R=94 plf W=8' TAG T14 REG: 61454 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.2m CALE -9.5000 AlPIN( ENGINEERED PRODUCTS. IN 111 1111..UIRE E.IFIEME CARE 12/12/94 TC LL 30 .0 PSF REF x)(IMPORTANT)(x s.,A,, NO I 11L HI SPONS I UL E �01 1 ANCY WARNING I NU I IANIX ING, LPIECIION AND DEVIAI ION PHUM (It SIGN OR IMSIL SPECIFICA[IONS. OR ANY LIRAC I NG SEE 1410-91 UY IPI, SEE THIS DESIGN US TC OL 7 .0 PSF DATE 12/12/94 FAILURE 10 UIlIi 1) Wt MUSS IN CGNi 0,4MANCE WIJH OST88 By IPI `OR AODI I IONAI SPi CIAI PfAMANLNT EIRAC ING RE �U At PINI, CUNNi A;41 VAUi (1, .13GA GAI V SILLi. MEEITNG AbIP. UWJHI Wit NIS, UNI 1,5S Will,JIWISE IWUICAILD. 1011 BC DL 1 0 .0 PSF ORWG A446 GA b I.IILLP� Ali N:Il,U A,idt I clu:l� lu I ACH FACI, Of C,,OR!; SHAI I Ut- I Aft 6AI I Y HIIAC�U 01111 PROPER . 5606 NPW MUSS N0 IN,I 6.ti III..,".1s, ,ULA'i�) ON 1-11S III SIGN. POSI I ION I y A;I AC,Wll Ili YWOOII Sid AlItINC. HOI IOM CIIOALI BC L L 0 .0 PSF - CONNi C 10W;.11.1 );­!1,,� I W 1, MUA I Di SIGN SIANDARDS Will, 11$iUI4RLY AIIA(.I,,!I PIG:U all ING — SEE CON:Gi,M ;LA�j t-litYi�[LIS J; lj� C 11; AN ENGINLLR S At PINF 1I.CIAIEAI 1,00AIL (Y/1/911 VOR PROPER STATE OF 0T.LO. 47 .0 PSF O/A LEN. 8-0-0 OF tomol , INE ES .9 5t A ON III!!, !I S L:0­UN.NI (WOLICTED FIL-41, 0YwA i AIIP�!CAF;UN ­IiNIS,- A COPY OFRTHIS 1 . 33 IN NN� I� ANY 0;1$1'1 WAY SIGN 11) 'Ili Ci NIN UVNJ,,lA[Ili IDUR.FAC. 1-11.1, 'O'll 11 IIA1101 Ilbl W11111!-l.-1.14 111 IN ISPACING 24.0 ITYPE dgabl- Job: (4-3599) L T / T5 8' COMN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)_SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 340 WEBS 2x4 SP #3 BRG.LOC (FT). 0.00 6.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: M-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING xx* UPLIFT m** I x** HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS EAECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1p y MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d iply) MTS12 - -2000#(2 EaCh) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B - -3786#(2 EaCh) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 EaCh) (16d)l HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16a 3ply) ------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 4 L -4- 5X6 T CU 6 P;- 2X4 (A I) X4 (A I) 4"3 10, 1 .5X3 1.5X3 6 8 + 1 -4" 2 8 2 R=428# W=3"8 R=630# W=3"B TAG T16 0: 614 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 3 TOTAL = 3 REV. 17.2m ALE -0.5000 AiIIINC iNGINEEFIED PAODUCI c T1U111S REWIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF X*IMPORTANT*x SHAIL NOI fit FILSPONSIBLE FS;I "NY WARNING I N IIAN(TL ING. ERECTION AND DEVIATION FROM OLSIGN Oil lliLSL SPECIf ICATiONS. OR ANY BRACING, SEE filt)-91 BY IPI. SEE THIS DESIGN FAT R a q 'RUSS " cu,""ItiAN11 .111. 011B. BY 1111 1.11 AII1I.IIONA1 SPLIIA. PERMANENT BRACING&.1 Ijs TC DL 7.0 PSF DATE 12112194 'UI 1 112111111 IILP. CON.,' 0 Alit mAnt Of 21!;A (,A]V SFH�, IIIH 7 ING ASIM GUIH[Iii NIS ON[F%S OIIILRWISt. INOICATED, TOP BC DL 1 0.0 PSF DRWG A446 GR B f XCi P' A, kU;t I; —I,I, L0%N,C;U-4!I 0 r ACH I Act, III 04ONO—Al L fit I All 44,1 Y filliALtO Wifti P1101FR TRUSS AND UNI t SI!, Lill,OA!S, I Of,A!I ON 1,,j it S I�N. 'US I I I ON I Y A I I ALk it U 14 Y WOUD ',I-L A I I I I NG LIOr I Ott CIIU140 5606 8C LL 0 .0 PSF NPW C ONNE C 1011.5 111 1).1 A %f; 1:,z; L 11:u I, l A, I C;N 5 1 ANIIARO! I I I 1 111,014 0!Y A I!.011 11 0 16 1!1 LI I I.I NG SL E 47 .0 PSF O/A LEN. 8-0-0 0 e 0 STATE OF TOT.LD. III I N;!11 1 11 I-INI :1 CIINICA, 0'�W; (1/1/911 'Un POU,ifil -- 51-Al ON 1111h -1:!1 F. f CILO 11­,(A�l All".i I A I i III A (:3-1Y 01 PHIS RID" OUR.FAC. 1 . 33 01. A,.; ik V, it. .11, w- �jl 10 1, I;t I. :GN CUI 1-IAL I ITYPE 111!, 11 t I I it 01 -111: cl;" ON ...... SPACING 24.0" comn ob: (4-3599� LOT / T6 14' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT JLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP 02 N UPLIFT (LB): 350 350 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift Xxx UPLIFT Nm* 1 *0* HANGER H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y MTS12 - -1000# 1 HUS26 = + 33150 -15500(16d Jply MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply MTT28B - -3786#(2 Each) (100)1 HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335f -39450(16d 3ply) ------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' 7' 4X5 5X5 m 2X6 (A 1) X6 (A 1) ---14.61 —4';-3 5X6 14 ' 2' 5'6 3' 5'6 i-2- 14 ' R=811# W=3"8 R=Bii# W=3"8 TAG T23 6145 PLT - TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL I REV. 17.2m SHALE 0.S750 )(ALPINE ENGINEERED PRODUCTS. INC 1"1111 REWIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF )()(IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING I NEE HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI, SEE THIS DESIGN TC DL 7.0 PSF OATE 12/12/94 2101 '.3'us US fAIIUF;F 10 BUHD [PIC TRUSS IN CONFORMANCE W11,1 OST88 bY IPI FOR ADDITIONAL SPECIAL PfA.ANF.NT BRACING RE I S`� At I�IN, (:(INN APt, MADE Of 20GA GAIV Silt[ Mrt IING ASIM, GIJIRFMi NIS UNLESS 0114LPW]Si :NWCANO, 101) BC OL 10 .0 PSF ORWG 't, d 'Xr:';�I AS NOILLI A;44 Y CONNICF0:1� iL; I AZH-A�.. O� CIIORO SHALL BE I AliRALLY J,,A";,;�wl I";I1,00LA Poo 1,401"i AN11 C,N, W,-1WISi 10CAIii)ON 11��CN 1-051 1 IUN LY AIJACIPLD P;YWOOD SHLAih�N(], W;iO0 (7110110 9 5606 ac LL 0 .0 PSF NPW '!!-",'I !-.1N:;!i IIIQ 1,0 k LELIA I �), StANIIA.40'i WJ ilt 1'11014 RI Y A I 140 11 U 14 1 G!�)L I I,I%,, L",( :,0I,G- ./Al-' I O;WV!�IL;'.�j�11 %':� I; I- AN P%C,;I- S A,PINi Ii CINICAL WNW[ tilll�jl; ,IW PHU011 11 STATE Of OT.LD. 47.0 PSF O/A LEN. 14-0-0 'ii 44 01 -1!; �.4h 11�' 'Ej Nq CO-01,11 1,'-ICT [1 11 II:iVWAI I A�'I'I IL.AT:ON I WINth- A Of Tl-!� OUR.FAC. 1 .33 !I� 1;1 0�:l N I.- ii,111j, 10 !.,1 I-IUSS kik"�;i0l I�L ISPACING 24.0 Spec N- ITYPE Ob: (A-3592) LUT / T7G 37' GABLE R8C THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N N*WARNING! i UNPLATED JOINT(S)** BOT CHORD 2x4 SP f2 N WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTION$ AT BEARINGS AS INDICATED. UPLIFT (LB): 100A pDA BRG.LOC (FT): ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL, OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, (+)-Gravity H-Uplift ------------------- ---------------------------------------- CONTRACTORS WARNING: *x* UPLIFT N*m I **m HANGER **m THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS H5 . -455#(Jacks Only) I HUS26 - + 275111 -1286#00d 1p y AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -1000# HUS26 - + 33150 -15500 16d 1ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1 10d 2ply MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2 116d 2ply MTT288 - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990(10d 2plyl MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945tti6d 3ply) --------------------- ------------- 20'6" RE5EAENCE HOLMES LUMBER jigAg-SHEET FOR UPLIFT/HANGWR DETAILS 3X 5 m 3X 3X4 5X�,� R A 3X4 (DI) 10, 2- 2' 6 4 .:�3 4 1 2X2 8 '5"8 5'2"8 PX' 23'4 13'8 23 4 5'6 31 '6" 37' F R=348# W=3"8 R=678# W=3" R=106 Of W=23' 1" TAG T29 67726 T - SUE 0. 1875 PLT YP. ALPINE DESIGN CRIT=TPI OTY = I TOTAL I REV. 17.2m S AL ALPINE ENGINEERED PRODUCTS INC TRUSSES REOUIRE EXTREME CARE 12/29/94 TC LL 30.0 PSF REF *XIMPORTANTX*SHALL NOT BE RESPONSIBLE FOR' ANY' WARNING IN HANDLING, ERECTION AND I%tal BE IATI W FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN % TC DL 7 .0 PSF DATE 12/29/94 Y L 0 dls�13� 6, " FAI UAE TO BUILD THE TRUSS IN CONFDR9ANCE WITH GST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,S.3,%JS BC DL SF DRWG AL HE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREKENTS, UNLESS OTHERWISE INDICATED. TOP 10.0 P PI A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHGRU SHALL BE LATERALLY eRACE0 WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6606 BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS M. 150 F IbOX-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF 47.0 PSF O/A LEN. 37-0-0 OF H RAC OR IN CONFORM WIAPK ICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER OT.LD. SEAL 014 THIS OAAWSW. APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy T IS 0 RID JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE AELTEO UPON IN ANY OTHER WAY. OESIGN TO THE TRUSS ERECTION CONT T -- - ---- -- 10­1PTrAlln.FaR WOOO CONSTRi�CTTON ISPACING 24.0" ITYPF SDeC Ob: (4-3599) LOT / T8 37' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS j DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 360 830 600 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 3X4 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- SEE DRAWING A115/R AND/OR 884, 080 FOR FILLER DETAIL. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift (A) JX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING KKK UPLIFT KKK I mw* HANGER KKK MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1p y SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 -10000 1 HUS25 - + 33150 -15500 16d 1ply MTS12 -2000#(2 Each) I HHUS48 - + 42990 -16 jod 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTT28B -3786#(2 Each) (10d)l HHUS48 - + 5180# -20 116d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199#00d 2plyj MST60 -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2plyl CONTRACTORS WARNING: CS150 -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ----------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 20 *6" 1 16'6" 3X5 3X6 3X6 (A) (A) T4 X5(Afl 3X6 3X9 FNJ _F 10' 3X5 (A 1) 2' 1 .5X4 2- 3 4.61 f 3X3 5X5 3X9 E3'5"8 5-2"E3 23'4" L 13'8 23-4" 5-6" 31 '6"' 37' R=503# W=3"8 R=2200# W=3" R=iO8l# W=Y8 TAG T30 SEG: 67715 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 5 TOTAL = 5 REV. 17.2m SCALE -0.1667 ALPINE ENGINEERED PRODUCTS. IMC. TRUSSES AEOUIRE EXTREME CARE 12/29/94 TC LL 30.0 PSF REF *)(IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF OATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADOIYIONAL SPECIAL PERMANENT BRACIkKG RE ALPINE CONNECTOR$ ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP Z BC OL 10.0 P5F DRWG A446 69 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K 5606 BC LL 0.0 PSF NPW P;Zr SE. ON I..S ORA... APPLIES 1. THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY CONNECTORS PER ORAVIINGS 130, $50 1, ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -_ SEE STATE OF 47.0 PSF O/A LEN. 37-0-0 CONFORM N/APPLICAaLE PROVISIONS OF NOS& TP- AN ENGIkEEA*S ALPINE TECHNICAL UPDATE 17/11/90 FOR TOT.LO. P 0 Rio THIS OUR.FAC. 1 .33 IN ONLY. AND SHALL NOY BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT I— ',. rTNr. :)A n" qnpr ---------- ----------------- Job: (4-3599) LOT / T9 37' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY-7RUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED O 1 .00 PSF TOTAL DEAD LOAD. (1991 BC) WIND SEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. NCLOSE (A) IX4 #3 HEM-FI OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH 12) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- ------------------------------------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. *x* UPLIFT Xxx I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, H5 . -455#(Jacks Only) I HUS26 - + 27510 -12B6#(10d Sp y MTS12 - -1000# HUS26 - + 3315# -1550#(16d 1ply CONTRACTORS WARNING: MTS12 - -2000#(2 Each) HHUSA8 - + 42990 -1660#110d 201y THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (1001 HHUS48 - + 51800 -2000#06d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 66400 -21991(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(iSd 3plyl ------------ ---------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 20'6" 16'6" 3X4 3X5 3X5 m 3X6 3 X 4 3X5 (A) 0 3X4 3X5(A 1) 3X17 :3Xb 1 .5X3 _F 3X5 (At.), 2- =3 1. .x .1 _L 3X5 12' 11 JX3 24' 1 37' C%j R=687# W=3"B R=1819# W=3" R=1319# W=3"8 TAG T31 EQ: 67745 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 7 TOTAL 7 REV. 17,2m RCALE -0. 1667 ALPINE ENGINEERED PRODUCTS INC TR SSES REGUIRE EXTREME CARE 12/29/94 TC LL 30.0 PSF REF X*IMPORTANT*x SHALL 140T BE RESPONSIBLE FO� ANY' WARNING INU HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTaa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACINO RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTA GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL to.0 PSF DRWG A446 GR&EXCEPT AS kOTEO� APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD = M = BC LL 0 .0 PSF NPW CONNECTORS PER DRAWING$ M. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING--SEE STATE OF - 47.0 PSF.O/A CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 1�, 7r TOT.LD. LEN. 37-0-0 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS a AID OUR.FAC. 1 .33 NOT BE RELICO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I e,.,z� IN ONLY. AND SliALL ____1 I EE56 ITYPE 5P_eC IN111111TI N" - 11)q1 NATt0MA( P&SIGN I - aFCTF!rATION FOR WOOn CONStROCT17 SPACING 24.0" Job: (4-3599) LOT / TgA 37' COMN R8 _C THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N : T3, T4 2x4 SP 01 N: PROVIDE UPLIFT CONNEC71ONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB): 420 820 650 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12. 7 35.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WND SPEED - iOO.OD MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. *%* UPLIFT *K* I *M* HANGER MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, H5 . -455#(Jacks Only) I HUS26 - + 2751f -12860(10d Sp y MISS2 - -iOOOf I HUS26 - + 33150 -15500(16d 1ply CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37e6#(2 Each) (iOd)l HHUS48 - + 51800 -2000006d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4668#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6 16'6" T3 3X4 3X5 3X5 6 (A) C:) 3X T4 6 F�- 3X5 (A 1) 3X7 3 1 .5X3 3X5 (A 1) 2' :--W 3 1 . X3 X3 12'8" 24-4" Cm 37' R=739# W=3 8 R=1734# W=3" R=1352# W=3"B TAG T28 SEQ: 67748 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL 2 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 12/29/94 TC LL 30 .0 PSF REF **IMPORTANT)(*SHALL 140T BE RESPONSIBLE FO`R ANY WARNING IN HANDLING. ERECTION AND "Ji 1"" DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS 13ESIGN TC DL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR kDO111UNkL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p . 5606 PW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF Npw 37-EO-O CONNECTORS PER DRAWINGS 130, 150& 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.L.D. 47.0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICAULE PROVISIONS Of NOS & TP;, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLANISH A COPY OF THIS IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRuSS ERECTION CONTRACTOR. rot, R.FAC� 1 .3 KPAr I Ns p1d n" 1TVnff oznpr ob: (4-3599) LOT / TIO 37' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T3 2x4 SP #I N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 590 650 200 WEBS 2x4 SP 03 BRG,LOC (FT): 0.00 28.55 3671 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100100 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "I' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS 9 6" D.C. BRACING MATERAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ------------------- ------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *x* UPLIFT mx* I Xm* HANGER *** H5 . -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1p y CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(SO() 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING MTT28B - -37860(2 Each) 10d)I HHUS48 - + 51800 -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) 116d)l HGUS48 - + 6640# -21990 1100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) ---------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20 '6" 5 3X4 T3 3X5 ro 3X6 3X6 >T 3 3X5 3X6 0 1 .5X3 (A) 6 3X5(A I) _F 3X5 (Afl 2' =3 E 3�4 3'X6 3X8 m 2X4 1. 28' 11 8 JX3 810 1.a cu 37' R=15O2# W=3"B R=1797# W=4"15 R=484# W=3"8 TAG T�7 .'Q: 61828 PLT TY .-ALPINE DESIGN CRIT=TPI OTY I TOTAL I REV. 17.2m REALE -0. 1667 ALPINE ENGINEEPCO PF40DUCIS INC TRUSSES REGUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF XX IMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM HRS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/12/94 FAILURT' 10 Milli) I'* TRUSS IN CONFORAA%CE WITV'OS188 By rPI �OA &GOITIONAL SPECIAL PERMANENT 13AACINC:Af A,PIN[ CONMCIO;i, A-Jr AUI Of 20GA (jA'VL !'If.1 1 iNG AS11i QUIR[KNIS UMESS O"IFRWISI IM)ICATIO, iOfi BC DL 10.0 PSF DRING A44b OR R I AIA$,; A��NUILD hi`ii�Y CQN%i lJOlib M I AZII i ALI U1 CkUHLI SHALI. 6C LAIIHAti V 0,4AC,1) WI D, PHL411 R 5605 7: IRUStj AIJ LA!f.�,� O;,.i.WISj tOCATtO ON T"IS 101SI!ION t Y AIIACHEO PLYWOOD SHLAi,flNG. U011OM 0041 BC LL 0 .0 PSF NPW ;'%'I 1:10L 'tQ 6 J613A f 01 S�GN WtIR 011OPER1 Y ATTACHED RiGIO C�l,INC - S�l STATE OF Z 47 .0 PSF 0-0 CUNI UR. lc�w Ul L fill AN ,NGil,,11 S A,111.1 TECINICA, UPOAlf [1/j/911 �Lon PRUlil TOT LO O/A LEN. 37- %LX� 0% t,i��O­.�M; 40�1[11., ;U fHL COMi'UN,Ni 01111C'11; ORY.All APPilCATION ri,i1h:S,fAC3PY U, !-,;S 1 .33 1- Ili ':I f:r U;101 ;N A- Cl' ­ 'A' A.S(G% 10 hir Muss 1,4, :A d-"F , 1& 0., -_ - "",i� Ids ISPACING 24.0" 1TVPP soec �1 ...1.­— .-1. .1.11, ..'111.1- 1:1:11"1,If,"A,"N",;, ,inm 10, ,!��.1%1,"* ob: (4-3599) LOT Z T11 37* COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT JLOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 670 210 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26�55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) IX4 "I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS @ 5' D.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *xx UPLIFT X*x I *** HANGER Nx* H5 . -455#(Jacks Only) I HUS26 - + 27510 -12B6#(lOd 1p y CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - 4 4299# -16600(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000006d 2ply) INSTALLATION To ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199#000 2ply) MST60 - -4688#(Per 2p,ly) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +M35# -3945#(i6d 3ply) ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" - 1 5 3X4 3X6 X5 1.5X3 1 .5X3 (A) 1. 3X5(A 1) 10' 3X5(A 1) 2' =3 3 F4 3'X� m _L_,o' 5X4 26' 11"8 �)4 10 '0"8 37' R=1416# W=3"B R=1751# W=4"15 R=617# W=3"8 TAG. T24 RE 61VI 'PLT TYP.-ALPINE DESIGN CRIT=TPI QTY - I TOTAL I REV. 17.2m CALE - 1667 7 ALPINE ENGINEERED PAODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF X*IMPORTANIMM SHALL NOT BE RESPONSIBLE FOI; ANY WARNING I N HANDLING. ERECTION AND DEVIATION TROM IIJIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIO-91 BY TPI SEE THIS DESIGN us 11, T C DL 7 .0 PSF DATE 12/12/94 FAItt,;�i 10 th�!�D k1l, TRUSS IN CONFORMANCE Willi OST88 By ;PI FOR ADDITIONAL SPECIAL PERMANENT 8HACING RE 11 1 - AtT'!Ni C0%%,I:!0Lt, ARE MADE OF 20GA GALV �F,H MLETING AS;V I;,jIl;EMCNTS. UNLESS OTHERWISE INDICANT!, Too BC DL 10.0 PSF ORWG A44U C,- l LXC,11: A,NOTED APPLY CONNirCiO6 10 iAC,l-1,m, O� C,01D SHALL BE LATERALLY 8AACED Will,PRUPIR 5606 114USS AN:) �%,ilh.,' 3�'Tt LOCATED ON 1,ilS IhSiGN. PO�il i ON LY ATIACItEO PLYWOOD SHLAIIIING. BOTTOM CHO"D BC L L 0 .0 PSF NPW COWC ll� T!),tA4INC5 IJO. ItIO & 160A I aSIGN SIA%:)A�if)b Willi PROPCALY ATTACHED RIGID CEILING - SEE CON OPM W/A;411 LCALt L PROVISIONS OF N05 f. [ill AN L NG I N1 i.IT S At PINE TECHNICAL UPDATE IDA PROPER STATE OF TOT.LO. 47. 0 PSF O/A LEN. 37-0-0 SEA� ON -,IS lr4AWING APPL ILS 10 I'llE COMPUNfNi THPIC"1­0 'IfIff l,tYWALi APPLICATION. FURNIS"A COPY 01 Tills t Rio 7r I'_' ;1 5" :it) 11 A%� Jll,!R .11 .;:5:131 10 111L IDUSS iWMON CON11i INEEif" OUR.FAC. 1 ,33 I—- I�' I l'i I N'.I I�­ I' i,l il I t It IC�f it'l 1:1)" .01)1)1 0111 Itor.I I TTN 11....0" ISPACING 24.0 ITYPE spec Job: (4-359(31__LOT / T12G 37' GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) _SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 N : T2 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N : B2 2xB SP #2 N: 2 Complete Trusses Required WEBS 2x4 SP #3 :Wig 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3-0 q-Dails) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. TOP CHORD: i ROW @ 16" o.c. BOT CHORD: I ROW @ 16' o.c. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. WEBS : I ROW IP 4" O.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SPECIAL LOADS -------------------------------------------------- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TC - From 74 PLF at 0.00 to 74 PLF at 37.00 UPLIFT (LB): BC - From 20 PLF at 0.00 to 20 PLF at 41.00 BRG.LOC (FT): BC - 3279 LB Concentrated Load at 21.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift *!w UPLIFT Xxx I **m HANGER X** H5 -455#(Jacks Only) I HUS26 - + 2751f -12860(lOd 1p y MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 5180f -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640f -2199#00d 2ply) MST60 - -4688:(Paerh2ply) I HGUS48 + 80000 -2650#(16d 2ply) CS150 -1650 (E c ) I HGUS5.5: +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 37' 20'6" 16'6" T x 3X4 6 jj��3X,4 (D 1) I --r- -410' 3X5 (D 1 2- 4 2X310 1) 1- 1-0 7rio HS2512 -30' 7' 37' 21 16' R=2375# W=3"B R=626 plf W=7' TAG T1 SEQ- 62193 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY= .1 PLIES= 2 TOTALM: 2 REV. 17.2m SCALE -0.0946 )t AIPIMENENGINIERE. IROOUCTI. INC TRUSSES REGUIRE EXTREME CARE 12/13/94 TC LL 30 .0 PSF REF )(*IMPORTANT* SHALL OF BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND OLVIATION FFIOM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN T C 0 L 7.0 PSF DATE 12/13/94 FATILURE 7 0 UnD ItiE TRUSS IN CONFORMANCE WITH GS188 BY IPI, FOR ADGIIIGNAL SPECIAL PERMANENT BRAG ING RE A,PiNt LONNI C Olit, Alit MAOf U! POGA GAIV Slkil M11]IN6 A�Illl OUIllf-MENTS. UN(CSS 011ItilWIUE IMICAIII), TOP BC OL 10 .0 PSF DRWG A,14b Gil It LXCLVI AS NOILU APPLY CONNEC10iiS 70 1 ALI,I ALI O� CHORD SIIALL OC LATERALLY 1314ACEU Willi PROF11,11 5605 IFIUSS AND UfALSS 07HERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEA�IIING, BOTTOM ClICAD Z BC LL 0 .0 PSF NPW CONNLCIOilS PLfI O-WINGS 130. 150 F. 16OA-F. DESIGN S[A%IIAFIO5 WITH PROPERLY ATTACHED HIGIG CEILING SEE : STATE OF TOT LD. 47 .0 PSF /A LEN. 37-0-0 El CGNf O"M k/A;)PT ICAO.E PROVISIONS OF MUS IPI, AN ENGINECII 5 At.PINE TECiiNICAL. UPDATE (1/1/91) FOR PROPER 67N V9. _O SLAT ON 1111S U;iAOING APPLIES TO TliE COWPONLNT DEPICILD litOE DRYWALL APPLICATION. FURNISH A COPY OF THIS RID 9 IDUR.FAC. 1 .33 1 SIGN 'S 111ECTION CONIHACT IN ONt Y. ANQ !!,,A,I Nill til .11 1[1 1)UPON IN ANY 0111i IT WAY [It IS 10 THE IflUIS AO A , I—!',I' I;),; !�Pi rii-fC.Al ICIN 1014 1 ON1111.1f I Tf:N ISPACING 24.0" ITYPE gab I ob: (4-3599) LOT / T13 7' MONO GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. BOT CHORD 2xB SP #I N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS 2x4 SP #3 SPECIAL LOAbs ------------------------------------------------- BEARING BLOCKSi NAIL TYPE: O.131x3.0_g_paiIs TC - From 74 PLF at 0.00 to 74 PLF at 7.00 BRG X-LOC #BLOCKS LENGfH/BLK #NAILS/BLK BC - From 906 PLF at 0.00 to 906 PLF at 7.00 0 0.000' 1 12" a NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, UPLIFT (LB): 1150 1250 BRG.LOC (FT): 0,00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- *:* UPLIFT %** I *** HANGER Xxx H5 -4550(jaCkS Only) I HUS26 - + 2751# -12850(10d Jply) MT512 - -10000 1 HUS26 = + 3315# -1550006d JPIY) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(100 2ply) MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)) HGUS48 = + 6640# -21990(100 20y) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450ti6o 3ply) -------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X9 M 6 p;;- 4X5 (A I) __T_ 4--3 4X 4 7' 5X6 R=3575# W=Y8 R=3278# W=3" TAG T6 SEQ: 62196 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - I TOTAL I REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC TRUSSES AEGUIRE EXTREME CARE 12/13/94 TC LL 30.0 PSF REF )()(IMPORTANT*)(SHAIL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN Oil THESE SPECIFICATIONS. on ANY BRACING, SEE HIB-9i BY IPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/13/94 FAILURE TO HLJIjD THE TRUSS IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ��US ALPINE CONNECtOILS A14E MADE OF 20GA GALV, STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED APPLY CONNECICHS TO EACH FACE OF CHORD SHALL BE LATERALLY J311ACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON [HIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. aO1IOW CHIM z z BC LL 0.0 PSF NPW CONNECiops PIP OAAWINGS 130. 150 & 1fiOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING P-_ SEE STATE OF TOT .LO. 47 .0 PSF 0/A CON'00. W/API'i[CALL,F PROVISIONS OF NOS C HIT AN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/90 FOR ROPE" LEN. 7-0-0 SE.AL ON THIS U44AWING APPLIES TO THE COMPONENT OLPICIED HERE DRYWALL APPLICATION. FUHNISH&COPY OF THIS 0 AID 7 IT IN ON!V AND !;-,A-, NGI HE ;<1 ICE)UPON IN ANY OTHER MAY I DESIGN TO THE TRUSS EFIECTION CONTRACT R IDUR.FAC. 1 ,33 11E01S EE��,."' qPArTmr. ::)A n ---- mn rin ob: (4-359(3 LOT / J1 ' CJ THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N N*WARNINGN* AN UPLIFT REACTION OF -228# OCCURED ON A BOI CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT ONNECTION AT BEARNGS AS INDCATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGSWITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON JO.00 PSFTOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *mw UPLIFT *** I **m HANGER *mg INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 . -455#(JackS Only) t HUS26 - + 27510 -1286#(10d Sp y MTS12 - -1000# 1 HUS26 - + 33150 -1550# j6d 101y) MTS12 - -20000(2 EaChl I HHUS48 - + 42990 -i6600110d 2ply) MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (160H HGUS48 - + 6640# -2199#(IOd 2ply) MST60 - -46BB#(Per 2ply) I HGUS48 - + 8000# -26500(15d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 r,;- 8'6"4 2X4 (A 1) 1 3 4*3 8, 2' R=505# W=3"8 TAG T19 0: 6185jooO PLT. TYI-.-ALFINt DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. 17.2m REALE -0. ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF RE )(*IMPORTANT)()(SHALL NOT OC Ri5PONSIFILE FOR ANY WARNING I N HANDLING. ERECTION AND DEVIATION FROM 11115 ULSIGN On THESE SPECIFICATIONS. Oil ANY BRACING, SEE 1110-91 BY tPI SEE THIS DESIGN % us TC DL 7.0 PSF DATE 12112194 FAILURE 10 BUILD ;H� TRUSS IN CONFOWMANCE WH QV88 BY IPI FOR ADDITIONAL SPECIAL PERMhNENI BRACING RE AIPINk LONNUCICHIS AHL NAM 0( 20GA GAiV S11il till[ING ASTM GUIPFMCNIS UN1I$S OTIHIIW151 INOICAILD. IOP BC DL 10 .0 PSF DRWG A446 C14 U LXCEPI AS NUILD APPLY CDNNLCIUHS 10 tACt,�ACL UF CHORD SHALI BIL LA1044ILly iMACEB Wll�l PRUKR BC MUSS AND UNI ESS 011411WISL LOCATED ON THIS DLSIGN. POSITION LY ATTACHED PLYWOOD SHEAT141NG. B011014 CHORD LL 0.0 PSF NPW CONNECTaRS PER 0PAWIhGS JJO. 150 & 16OA-F DESIGN STANDARDS WIIH PROPERLY ATT&CHE0 RIGID CEILING-- SEE 0 t SIATE OF /A LEN. i-0-0 CONFORM W/APPLICAHLE PROVISIONS OF NOS f. W1 AN lNGINFEB'S ALPINE TECHN[CAL UPDATE 17/l/911 FOR PROPER TOT L.D. 47 .0 PSF.0 SLAI ON THIS DRAWING APPL It S 10 IHE COMPONth; DEPICILD VICAE DRYWALL APPLICATION fURNIS"A COPY OF THIS o A10 JOUR FAC. ;N;;N�Y 4%1�S-1 I -t Lit 14.iLU UOUN 1N ANV 0!�'i A WAY I MSIGN [0 IHF TRUSS EMCTION CONI.ACTOR IN EPP' 1 .33 E ." KPAC TNr. �A n o i_nrie Job: 4-3599 LOT J5• CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5..00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 133.72. -------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *:* UPLIFT II II II I *r* HANGER m**CONTRACTORS WARNING: H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT283 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(Iod 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1'TB 10'6"4 0 6 IU _r 2X4 (A1) 4"3 8' 2 � 5 I R=445# W=3"8 R=44# W=1"8 TAG = T17SO: 61849 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m S ALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF )()(IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 11IlI1FY DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN YAtUC� e YiV TC DL 7.0 PSF DATE 12/12/94 fAh UHl 10 HU IID li ll 1 RU IN CONFORMANCE Mlili 0".fBH HY Till FOH ADDITIONAL SPECIAL PI.RMANENI BRACING RE _ VV (� /� 1 O�\UT�v'v AI PINE CUNNI I,I(IR�, Alll MADI Ill POGA GAL V. Si,tl MII IIN(; AyiN Ut11 tIl MINI'$. UNI ESS OIRL RNISE INIIICAIE O. FBI _ _ Bl. DL 10 ,0 PSF DRWV A44G cI a IAG.PI As Nc liu AP,y r CL'hNt C10RS Io tACrl FALi uI 1:uDHu SHALL Be LATERATLr lMUCFU PITH PIxPLH _ , 5606 _ FHUSS AND 1,NI f SS 01•y:IlAl St LOCAILD ON THIS ULSIGN, POST I!ON I AIIAC14ED PLYWOOD SHEAIIIING. OOITOM CHORD Y BC LL O •O PSF NPW /\\ LONNLCiOHS Pl;)DHAwINGSYI3U. 1ti0 6 iGOA-( ULSIGN S)ANDANUS WITH PROPERLY AIlAC11EU RIGID CELL iNG -- SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 5-0-0 \\\U\U\U\ VVV CONFOR- w/Ad ;CAif.i PROVISIONS Of NOS C fill AN ENGINLLH'S ALPINE TECHNICAL UPDATE 11(11911 FOR PROPER '' p SL At ON 'IIS URAwI NL APII I:.S 10 Fr,L COMPUNEN ITEPICILD F 1t LTRYWALI APPLICATION FURNISTI A COPY OF THIS `O RID Q OUR.FAC. 1 .33 I•. r,•.,Y A•.1• B! Ia i, ,iv.r. n. (Ilid11 WAY f.:ICN TO T E THISS IP,Cl10T.CAN,'HACIU., !NEE • _ SPACING 24.0' TYPF e)ack Job: 4-3599 LOT J7' EJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 212.01. ! --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *Ills UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 -455#(Jacks Only) 1 HUS26 - + 2751# -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(104 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS4B - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- R#ER_t12E#HbLNt9 E.UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'6"4 m 0 6 F,;;- m T 2X4 (A 1) 4"3 8. �2' T 7, R=526# W=3"8 R=73# W=1"8 TAG = T20 SEG: 61855 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 9 TOTAL = 9 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF *IMP 0 R T A N T** SHALL NOT BE RESPONSIBLE FON ANY WARNING IN HANDLING. ERECTION AND lLlll 11 l' n I \ DEVIATION FROM 1n15 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPL SEE THIS DESIGN .L`'t e r TC OL 7 .0 PSF DATE 12/12/94 \\Uv\IIEU\ FAIL UNE TO HUs UILU r,,F Iiµ;SS !N CONFOHMANCE WITH OSTB8 BY 1P1. FOR AD311IONAL. SPECIAL PERMANENT BRACING RE v /+ ALPINL LONNLCTO::;, Alli MAOI OI FOGA GALV STEEL MEETING ASTM OJIPEMENIS. UNLESS OTHIRWISE INDICATED. IOP - - BC DL 10 .0 PSF DRWG A446 GR U tXCLPT AS NUIEO A,41.r C011ECTORS 10 EACH LACI OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - TRUSS AAO UNI 15S OT„FHW1% ,UCAIfU ON THIS DESIGN, PUSIILON I ATTACHED PLYWOOD SHEATHING. BOTTOM CHO11D 5606 W BC LL 0 .0 PSF NP w \"n\ uNAICHNIs Ill It :4:AWINs ,o c ,GUA F DSIGN SIANIiA105 W1 H, PNUPEIuY AIIAaIED NIr,1D CEILING -- SEE - STATE of _ TOT.LD. 47 .0 PSF O/A LEN. 7-0-0 UCUNT UUM W/AI'PI it:A I.1 ,•I LUV I`.i i ON'.i JI NNS C IPI AN LNU I NI, S At PINL ILCINICAL UPUAI( (//1/911 FOH PHUPLN P Q' 'SLAT ON THIS JIIAW,`.G A1`91 11 S ;D TH1. COMPONENT OEPIC11D i4 h (IIIYWAL/. APPLICAI ION L64NISit A COPY OF IItIs `O RID e� JOUR.FAC. 1 . 33 I: IN rn OT aH W t 9TGN ro HM !Ill F TLIIOA cDNTHAUDN. GINEFVC . ;;N , •. .I I1-,II, WI,L 1., :.I"11 1• SPACING 24.0" ITYpr e i ack Job: 4-3599 LOT J7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & 0 MENS ONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 -------------------(+)_Gravity-(_)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------- *x* UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -128611(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600((10d 2ply) CONTRACTORS WARNING: MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000 16d 2ply) THIS TRUSS IS DESIGNEn.in PEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455#(2 Each) (16d)I H��((11SS�g, + 64p f -2199#((10d 2ply) AT SPECIFIC LOCATIO FgICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 1 H6U54� #IF �ff0710 8 26500 160 2ply) INSTALLATION TO ENS AT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) �. --------------------------------------------- 12-8" 12 FT/HANGER DETAILS 11'6"8 1.5X3 0 4.24 v . m T 2X4 (A I) 4"3 8' 4 �---2'9"15 {- 9' 10" 13 4'2"15 - - 5'7" 14 R=559# W=4" 15 - 123# R=324# W=1"8 PLT. TYP5-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 117.2m SCALE61055000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 T C LL 30 .0 PSF REF X*IMPORTANT** S11AL1 NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR 1hFSE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ,`1151 LL 11'11 T� DL 7 O PSF DATE 12/1C�'] /94 FAIL URE TO BUILD TIO TRUSS IN CONFORMANCE M1111 O518B DY TP1. FOR ADDITIONAL SPECIAL PF"MANCNI BRACING RE vVs AIPINI. CONNECTORS AHL MAOI (11 TOGA (i AIV !,III, MIA,IING ASIM OUIREMENIS. UNIESS OIIILHNISL INDICAIEII. IOPBC DL 10 .0 PSF DRWG A446 I:R 8 EXCEPT AS NOTED -.'ti Y CUNNi.CIUHS 10 LACti IACL. OF CH _ORD SHALL BE LAILHALIY ILIACIO WI Ill PHUPER - 5606 = \`)T TRUSS AND UNLESS O7HERMISE LOCAILO ON TIIIS INSIGN, POSITION LY ATTACHED PLYWOOD SHEAIHING. BOTTOM CHORD - x BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 6 I60A4 i)LSIGN STANDARDS WITH PROPERLY ATIAG#0 RIGID CLILING -- SEE STATE OF TOT LD 47.0 PSF D/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NDS G li'1 AN LNGINEE14 S ALPINE TECHNICAL UPDAIL 11/1/911 FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES 10 111E COMPONFNI DEPICTED IIERE DRYWALL APPLICATION. FURNISH A COPY OF THIS EDRtO JOUR.FAC. 1 .33 IN HN1 Y AND$�iAl l NII' RE .l11:1:i llPIN. IN ANY (11,1 H WAY IIESIGN 70 THE TRUSS E(IECI111N CDNIH AE IDH , GINE EPS, IPI II II1•�� I"All IN'.(111111 NDS 1.101 NAITIINAI IIFSI(;N';PFCIFIC.AfIHN(Oil W0011('ON!:INUCIION "IIII1„111 SPACING SEE ABOVE ITYPE jack HrYC U'� I..LHNbUN ( I VISE 686 P03 MAP SNOWING BOUNDARY SURVEY OF ,QT Qin' �QT.S *91 AS SHOWN ON MAP OF hZ i 4l1v1A"51V-A* 4/Al/T AS RECORDED IN PLAT BOOK —4-Z.._ PAGES 0 OF THE CURRENT PUBUC RECORDS OF DUVAL CO., FLA. FOR: C'01VrOX ,yd�J�. a ll/Pf�lliPla�/QiG/ NOTE: BlEARIWS SHOWN HEREON ARE LASED ON THE ABOVE MENTIONED PIAT. KO ?W$, !!¢•z/ 1 Awa Rif R rd NarIGNAc gmovic vfvrrCAc .dq rc/,q g,,- .%?g pq1q.4,?r ©f s4r�c7lov 17, mwil All1a e saUrw, rr, wse Z o e,4sr s6 ao'z- .60.00 �' EGG A w TER�•�.-. �' EASfVfjV1' fad 0Z 7ENrl4 Alva ArC�55 �R' /�!A/NT�IJA.Vc^E 4WIt a. r rd �,v vx �� VO 114 O AA to, . r4 2 (9.4' Q p fit. � �, , , ,:'•ii.o••', ; ' w . � til. 13 Sj H ry f!N/SN fOaR M O 'r. C> rr•ac.a�� \\ //•00as' ^.. rrtti•a r1ti�c �' th i A• G3.7o' A 39•D4' s� ri o ' RRC• Al 7t 41!1gf ^ fO.df P.C. VG ��%Ua'tV -lQOdd AT D g-mly FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-93 Residential Limited Applications Prescriptive Method C NORTH 1 2 d Small Additions and Renovations Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-93 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-93 or 600A-93. PROJECT NAME: .- v/yrs D e,even Ke let.e r t BUILDER: eew,? ek Al. (o 4.1,' AND ADDRESS: /S.3'/ PERMITTINGCLIMATE ?T lCen �� r L /. 3Z OFFICE: W-Ile ,C �4 ZONE: 1 ❑2 0 OWNER- ,yy ` !/ PERMIT N0. ^ JURISDICTION NO.: /�o.r.- s��f• �C�G�r(iC C r'� of � t'O t7 SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form. Please Print CK 1. Renovation,Addition or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 5_-�sif 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. aSo 5. Predominant eave overhang (ft.) 5. S _ 6. Porch overhang length (ft.) 6. 7. Glass area and type: Single Pane Double Pane a. Clear glass 7a. sq. ft. sq. ft. b. Tint,film or solar screen 7b, -sq. ft. 5'5' sq. ft. 8. Percentage of glass to floor area 8. 2 Z- % 9. Floor type and insulation: a. Slab on grade(R-value) 9a. R= 0 sq. ft. b. Wood, raised (R-value) 9b. R= sq. ft. c. Wood, common(R-value) 9c. R= sq. ft. d. Concrete, raised (R-value) 9d. R= sq. ft. e. Concrete, common (R-value) 9e. R= sq. ft. 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 10a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10a-2 R= /lam-sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 10b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 10c 11. Ceiling type and insulation: a. Under attic (Insulation R-value) 11a. R= C,� 2 sq. ft. b. Single assembly (Insulation R-value) 11b. R= sq. ft. 12. Cooling system* / (Types:central, room unit, package terminal A.C., none) 12. Type: "�'� ` SEER/EER: �d 13. Heating system*: 13. Type: _ (Types:heat pump,elec.strip,natural gas,L.P.gas, room or PTAC,none) HSPF/COP/AFUE: 7 14. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 14a. b. Ducts on marriage walls adequately sealed* (Yes/No) 14b. 15. Hot water system: 15. Type: (Types:elec.,natural gas, other,none) EF: Pertains to manufactured homes with site installed components. I hereby certify that the fans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance compliance with the Flo* Energ Cod�jqwith with the Florida Energy Code. reconstruction comp) this building will be Q t 96 inspected for compliance in a r nce with Sec or 553. 8, .S. PREPARED BY: DATE: f 7- I hereby certify uildin 's in co the to' Energy Code. BUILDING OFFICIAL: OWNER AGENT: t DATE: DATE: -1- Climate Zones 1 2 3 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.FL and Lou),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete R-7 Central A/C-Split SEER = 10.0 SEER = i8 rn Frame,2'x 4" R-11 Single Pkg. SEER = 9.7 SEER = Frame,2'x 6' R-19 Q Common,Frame R-11 g Room unit or PTAC EER = 8.5` EER = Common,Masonry R-3 Electric Resistance ANY O Under Attic R-30 z Heat pump-Split HSPF = 6.8 HSPF = 7 Single Assembly;enclosed R-19 Single Pkg. HSPF = 6.6 HSPF = U Single Assembly;Opened R-10 x Room unit or PTHP COP = 2.7` HSPF/ = Common,Frame R-11 w ci COP co Slab-on-grade No Minimum uai Gas,natural or propane AFUE = .78 AFUE = Raised Wood R-19 O Raised Concrete R-7 Fuel Oil AFUE = .78 AFUE = u- Common,Frame R-11 � w Electric Resistance EF = .88 EF = o In unconditioned space R-6 = Gas; Natural or L.P. EF = .54 EF = p In conditioned space No minimum Fuel Oil EF = .54 EF = `See Table 6-3,6-7 TABLE GC-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum%= Installed%= Z4 GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC 1'-1.0 0 .90 2 1.0 1'-.90 3"-1.0 2'-.90 4'-1.0 3 .90 0'-.86 1'-.86 0'-.70 2'-.86 l'-.70 3' .86 2 .70 0'-.65 l'-.65 0'-.50 2'-.65 1'-.50 0'-45 1'-.45 0 .40 01-35 Shading coefficients(SC)may be obtained from the manufacturer. Single clear SC=1.0,double clear SC=.90,and single tint SC=.86. TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. Interior Joints&Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior was must be sealed. Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls&raised wood floors. Fireplaces 606.1 Fireplaces must have flue dampers,glass doors and outside combustion air intakes. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker(electric) or cutoff(gas)must be provided. External or built-in heat trap required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems,(including heat recovery units)and the first 8"of piping from the water heater(or until piping enters an insulated wall or slab). Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimun values listed.Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all non- vertical roof glass and add it to the previous total.When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total gla s area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Pres riptives are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified. Actu il glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition,do not have to comply with the overhang and shading coefficient requirements on Table 6C-2.All new glass in the iddition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outerrrx st edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements.Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whos4 lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or double-pane tinted. 4. Complete the information requested on the top half of page 1. 5. Read"Minimum Requirements for Small Additions and Renovations",Table 6C-3,and check all applicable items. 6. Read,sign and date the"Owner/Agent"certification statement on page 1. -2-