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Permit 1649 Linkside Ct N (vault folder) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB LI- / Z_/- FRAMING r �U 9S COVER-UP S"�� 93 INSULATION ,-/ ") -� FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # l d0 l-1 y INSPECTIONS ROUGH FINAL - � MECHANICAL PERMIT # /Oy .41 �-- PLUMBING PERMIT # />.q NOTES: 1NOF An4 ! zk�4,-!,k 11-ill'i�l:.�,��-�.e,�t�""n 011fice of Euilding Official tai RECUEST FOR INSPECTION Date-- & Permit No. Time AW Received PM 91 f4J Job Address Locality Owner's Name. tor BUILDING CONCRETE ELECTRICAL PWrAlBING TVIECHANICAL Framing Fooling R. Air Ccnd. Re Roofing Slar Temp Pole Tor but Healing Lintel Seager Fire Place F Pre Fab PEAbY FOR INSPEAN A M Mon. Tues_ Wed, Thurs, Friday P.N._,__ AIL Inspection,Made Fina'lnspeceion Certificate of Occupancy CITY OF r�iCCaatic �i►'cau( - �l�rcda 800 SEMINOLE ROAD --- ---------- ---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)217.5500 FAX(904)217-5803 NO?ICE TO: Nater Department FROM: Building Department DATE: -) Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number . Address , t Sincerely, r Building Department t CITY OF 13P.GcA-"ff Office of Building Official REQUEST FOR INSPECTION Date — / Z Permit No. r Time A.M. Received P.M. Job ' Owner's rt- Name Contractor `►" BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing7F.777—'L— Rough Wiring - Rough 7- Air Cond. & Re Roofing - Slab . Temp Pole Top Out - Heating Insulation Lintel Final Sewer - Fire Place Pre Fab READY FOR INSPECTION _ Mon. Tues. Wed. _ A.M. a Inspection Made _ _. M.inspector— ��_.y�_ ,�z�x Final Inspection Certificate of Occupancy Date _ P� MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK �-- _ AS SHOWN ON MAP OF A.5 REcoRDED IN PLAT BOOK _''�r7__ PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO-, FLA_ NQ R1+ 2S :S1-1O`Nty HEREON ARE BASED ON THE ABOVE MENTIONED PEAT QH �4 MORTGAGE C0- 3'•tw�&jA9-r YtTI.e DF jAcK5opJVl .I.C-, INC. NA,iwT, F L.t'1"A ' TITuE 4 6UARP1e T`,( a- '? w;� .,�ti "'<'`:fir` '7, '�:ils'. 'SNS, G' St 4 '� ', p,4A%'41- ?9 L.?.9 7 All Y CN,siC�E'r� ' V °5 -- / Jr rL�/ajr .S"Tli'C`C!1 v x ?-. v � � "10Ai g s, A14YY tui `4 ot R C. 196z )UN 9 O 1QoC the Southern Standard o f Section 1p3.8°f n c0 PlianCC with the en i to the requirem structure was ant this use. For theting cafe issued pursua e o f issuance follow ti the tim This Cer � ;,��6 that at struction or e certifying building con Vefm\t N0' Building Cod g\d9 +i us trances regulating Y ego inti u di �e o oario °r ,yri�l�' Five pysV+ h? on kstrud con , dKess tise \ass\ficat\on pd c Croup i v `�o ,or. .� O�ne�of gui\d�n9 L:lv" IS e 6Y Xddress i este. S PLACE ` CpNSPjrUO r� 00161s\ PCst IM P, gudd\n9 y-r CITY OF I r Office of Building Official ` i REQUEST FOR INSPECTION Date Permit No. Time / j ! M. Received l ! P.M. Jo ddress Locality Owner's Name Contractor �Cl i BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring Rough ❑ Air Cond. & ❑ Re Rooting Slab ❑ Temp Pole Top Out ❑ Heating Insulation Cr Lintel ❑ Final Sewer E Fire Place Pre Fab READY FOR INSPECTION 0A.MMon. Tues. Wed. Thurs. Friday Inspection Made ` Final Inspection '7 lay/�aeppctor c .,ae IT; tef tate of Occupancy Da /mac tz rhe p9l R5 , C�'0�_) ` ��{{ /CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time 3t / A. Received C ( P.M. 16 � . Job AddrqPn Loc lit Owner's Na Contractor BUILDINt; CONCRETE ELECTRICAL PLUMBING CHANICAL mg L Footing Rough Wiring C Rough [71 Air Cond. & Re Roofing L Slab Temp Pole E Top Out Heating Insulation Lintel Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday ®�o Inspection Made / A.M.P.M. Inspector Final Inspection LE Certificate of Occupancy Date — CITY OF i 4&40444C 04440 13 —'V&L Office of Building Official � � P REQUEST FOR INSPECT Date 1 9 Permit No. // Time A.M. Received PV.. Jo ress . alit�K-^'�.,3�: Owner's Contractor CBLNG � CONCRETE ELECTRICAL PLUMBDdP`� MECHA"NtCAl� Framing Footing ❑ Rough Wiring Rou� o r Ai r Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation E. Lintel _ Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTIO A.M.~. Mon. Tues. Wed. Thurs. Friday A. Inspection Made P.M. 'n pector - ,Certificate of Occupanc Date e DATE: 1..- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ----__--.----- ------.- ------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. ` SINCERELY, BUILDING INSPECTION DIVISION cc:FILE 1 Office of Building Official REQUEST FOR INSPECTION /-00/v p G , Date_...__ Permit No. Time A.IA, Received _ �_ P �✓' Jot t,4dress G tL j Locality Owner's t/ Namie BLfILDII G� CONCRETE -- ECTRICAL DING MEiANICALL Taming ., Footino u . inng Re Roofing Slab Temp Poie Top Out j Heating nsuiatioc _ Lintelt - Fina; _ Sewer 7 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. Friday A.M. Inspection Made inspector Final Inspection E Certificate of Occupancy Date { DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: _` _,L 'te__ = --. �-------------- ------ ------------------------------------------------- ------ -------------------------------------------------- ------ ------------------------------------------------- ------ � ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE 1 1 to g t .Iq c° s � n� d_��/ ,L,�-.:� = ,✓ pat�in9 ��; i � ,� _ •�/ ��?,��.. �n�\����..," �,ea Pia°e J j 1 IIIYYY°��U ° ?°fie �I VGt4 ,NPai, i rtn9 �� n \ S ab • �ct\an �ncy n5a 0cc°a` cA"t •�t, � N! VP-' OF ADDITIONS or CORRECTIONS D• NOT REMOVE J0B ADDRESS DATE 1A)Gf s'f�� . THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Lh,$15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PL wG rZD made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 eLoc p.m. Monday through Friday. .CITY OF ATLANTIC BEACH, FLORIDA a APProv"by APPLICATION FOR ELECTRICAL�RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�_ IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRI13ED 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. .ti 41 to 9efie_e- ELECT ICAL FIRM: MASTS El E CI N SIGNATURE CJQURNEYMAN NAME /-,� /Y1�— +.ADDRESS:�,FQ7N��S1E'.C./. ././. o� RFD BOX BLDG.SIZE BETWEEN: RES.O< APT.( ) COMM.( l PUBLIC,( 1 INDUS.( 1 NEW OLD ( ) AEW,( ) ADDITION I } TRAILER ( } TEMP.( 1 SIGNS ( ) SO.FT. SERVICE: NEW)< INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE T AMPS 400 COPPER I ALUM. SWITCH OR BREAKER AMPS P W AY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.SO AMPS. 3 1.100 AMPS, SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPe. OV"" APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT. KWHEAT IOVER MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS CITY OF 4 B - & /- Office of Building Official REQUEST FOR INSPEC ON Date �"'4 Permit No. Time Received A/0 Jo ress Loc ity Owner's t _—._._ / Name Contractor BUILDING CONC TE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing Rough Wiring Roagfi — Air Cond. & Re Roofing = Slab C Temp Pole ❑ Top Out E Heating Insulation = Lintel C Final G Sewer Fire Place READY FOR INSPECTION f Pre Fab A.M Mon. Tues. Wed. Thurs. Friday P.M I A.M. Inspection Made f �L� P.M. Inspector_ Final Inspection Certificate of Occupancy Date i miaw 10042' 1 : btPARTMENT,OF B0IL` ?CNG CITY©F ATLANTIC ''ACH LO ATtt":X` INFOAMATICR -----_-, e'r i � Numbr: ��� Addtels 16 LtNKSIDZ C , AT '1NORITH Pett Ty0el. MECRAM CAL ATLAIN'TI Bx4cu, ?r,LDR-IDA 22 Class of Work.. � �. �� ��., :�. � ��► ��;�C •.� ��3N _ ._. �_� � WOOD, F A14 Peopgs6d, se'l, SrINGLg _`A I,L' 'I*S94ixl t i 1;: 00".. : Z9w l l ris a ► ► $tL�A 141 XXS I ISS 1stimated Value: Iftrbv.' Cost . 'dot Amo _ 7 C1C? AIr Lt" L i c" Io Nr -88 M+ iM w YM r gel 5;'"�` Addyeis&j SiDt COURT NORTit STA • IMPACT .�+` : ,. 0.00 r � � r � ` � ,�" AP, ... , DON ' ' -A".R S. . . T ON Mob A h y AL 1 00 ,ywykx:rla4 �W, ��y i. a naW 1� k00 FF rA 1 LLQ, - PL 2 7 Rad € N1NT CSN tr£1# const.SORCHARG Sol. 0 m Al, NOTICE---ALLGONCR�T9,FORMS ANQ FOOTINGS MUST RE,tN SPECTER AE#0 3E 0,0UR#NG - PERMIT VOID SIX"MONTHS AFTS81 QI`iSSUE' SUlt dtNG MATERIAL,RUSSIA ITA"DE6RtS,E140M THIS WIRK.MUST NOT BE PLACED tN PUBLIC SPACE,AND MUST BE " CLE RgD UP"AND t 1,4Ut EL1-AWA`�'By E►THE�t t6t4TRACTOR QR OWNEA "F SURE T ���� "KITH TOWN ICE f0, x MOPE N,�HE MECHA � �� � 1.A�V � �aI�LT ! h.,.... GCOP�itVG TC APPRNEb� A1, 1NHt H ARE FART©1=THIS F�ERMIT<ANb SU&11=CT T4 REVOCATION 1=QR i ' 7Gf� ( 4,r�r rad K BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 9EACH ATLANTIC 119ACH. FLORIDA aaaii APPLICATION FOR MECHANICAL} PERMIT CAI:I.•IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, 11..III, and IV. I' 1649 LINKSIDE COURT NORTH LOCATION street Address: OF Intersecting Streeb: i•twen S E M I N O L E ROAD And ATLANTIC- BLVD !BUILDING —�-- SYb•d;vision S F I V A 1 T N K S T n F _ II. IDENTIFICATION —To be completed by all applicants la cons;duN;ot of perm;t given (or doing the Work as des6bed in the ebcvo tiatemrnt we Araby agree to pe•ic••n seid .0.1 •::: �e•:r .itw the etteckpd plans end specif;c•Ilons which oro a part here*( and in accordenct vitit the Cily of Jecksonv;l'o old;-e•ces e-j r e•:r �r of good practice listed tharain. Nemo of Mechanical Contractors Contractor I►fin►) MANDARIN HEATING & AIR I N Master C A C A 12 6 2 3 Nome of Property owner Centex Homes Sigaetwee M Owner S,9.11.14:# ielf w Adksrind Agent ' Arcna1.14:# or Engineer III. GENERAL INFORMATION A. Typo of beHaq fuel: B. IS OTHER CONSTRUCTION BEING DONE am ^c THIS BUILDING OR SITE ❑ Gee—❑ V ❑ Natural ❑ Control Utility Q Oi IF YES, GIVE NUMBER 01 CONSTRUCTION PERMIT Q q 4 6 ❑ 0#11- - sp.�iy IV. WCttANIGAI WUIFMENT TO RE INSTALLED NAT RE OF WORK (Psewwo Complete Cot of eompwwak on baci of this tarns) ^!�/ Resldenllal or (j Commercial C$ Haat ❑ space ❑ Recessed "�Cenfrol O Hoa Q-New Building C�Air Co4d;9wing: O Room� Cenlrol O Existing Building dT3 'Dsrct Syttam: Mahr;al B ARD & F I 1 2 0 Replaceme-At of existing system Mesbawn eopaeity, 1 non CBG New Installation(No system previously installed) ❑ Refrigeration, 0 Extension or add-on to existing system O Coo$aq toww: capacity V-P^ O Other — Specify ❑ Fin tgtriaklon: Number of hoa��______ -- O Eiewlw ❑ Manlift O Ewaletor__�(µmjw) ❑ 6+wgae Ieurn�.��(numbar) THIS SPACE FOR OFFICE USE ONLY Q T.ak= IRaeoMd) (numb") ROMA$ O UO&W preesvm veteM ❑ &*am Permit Approved by Dos. ❑ ather — sp"ti f4teni!Few LIST ALL EQUIPMENT Aix CONDMON1NC AND REFRIGERATION EQUIPMENT CaftselMtmisar Ustlts DucrlptJon IKodea Nlfrrlbar Xaasutacturar ty Approvlas 2 10 . 0 HXAnNC I FtMAlACFR_ txnst eon cfnce. .... .' 08987 DEPARTWENT OF BUILDING CITY OF �3eAGH 11 illC?li�' ICS Addres's i' 164,9( Ll Permit PLUMING Rfi19N' ICPermit, Number °ERRS, Ii� ,CJRlk1 , 322 ` .., ...� . �► $ t ' + N __ . , s of Nock: N.3"- $. toux Proposed. Use: 311 03"4.9, OAMI LY � � . �r�at����'�:: � N�� tea code � � Subdivision' �'S� L1R� � S� Eat atoll Values; �B .flTJ Improv- Cost : Q .00 Total regia �$78 .00 Amount ,'ount � $78.00" Ili ` : EsaU X P 1N �NEwHoot . ».. A,PPILCA�' C1 ,. _� Add I T 1 N TZR ZJMI?i4C " FI:� :$011 00 R CN, F`L F 3A 14PAC i ► t .C� y �"y` a '?�`{�:�.'+y�� �ly,�y. A� F'"eubr� � f13� 17 C 'rid i14# Rb ' d { .. E .- ° O.SID t � ON ..._w �.. - RADON ' , --"Nart�+�`��, N� PLU.iR�4 � -AP I�TAL IIr1PR�sV"Iu. $0 .00 Adda12 AN BBV ti .T,. I TAS °. m � .. ° "., CR6iSCN ' CN Licear a a" CSC 'Type4 S1 C .f II~!PXM PER QD CRXRG9 00 �i 0 0 a sk Mb"* LS WTES: i NOTICE--ALL CONCRETE FORMS:AND,FOOTINGS MUST Oki" Emor BEFORE POUR IG t PERMIT YptD SIX MONTHS AF'T'ER DATEOF ISSUE " BUILDING MATERIAL, RUBBISH DEBRIS FROM THIS WpRK MUST.NOfi BE F'LkCIED IN,PUBLIC SPAC.S�.AND fVIU�sT BE CLEARED UP AND HAULED AWAY BY EI'T'HER;C(ONTRACTOR.OR OWNER " { FA LURE G I 'WIIT.H THE MECHANIC SEN A1N C/o►P .` S LT t i THS PR P RTT " P�1YtNG TWI E F E �3 IL101"i,#!�'I V IIS NTS" r i�urR©ACcaRr ANG-ro AI:'PRC�vi FLANS INHICM ARE PART C F'THIS T'ERM1'f ASIC}SUBJECT 1"E?REVQCATI©N F©T3' Ulf)t 'ON OF,APP.LICABLE OROVISIC NS(3F LAW. rtMUiMbI Rttl�WliC 14QF 1� ATLANTIC BEACH BtJ11.C1NG DI+PA 1`MENT, t� l X313 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT / JOB LOCATION: '--'" � 4�-'"�7 OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P. U. 13077 12TOIls IACKSONVILLE, FL. 32210 (904) X72-090 C F C - 0 4 TELEPHONE NUMBER: STATE LICENSE NO: am 9 TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING F TURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS LURINAL3 DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ? ob ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 psA, a ` 'A, PAR'tA1fEN`t CSF�Ull.l t�#: r�/i► t LOC er• 9946 A+ddx�ea�. �64� ��. ��� CUtJ�T Nt3R'3 Types BUII► }IN A'1' , TI? E"E iCIIA ,1PLORIDA 322 Constr. Typot WbOD -rR'AXr ion. Seat Proposed USO.- SINGLE, '1LIY � ri0� , LINKSIDEI42 Estimatod Value: 9 131-7 00 Improv . Cast { ,00 ' otA .Fl*$' " , $1797 '" 4 Da 4 1 tic. w , OEt !#OME PERANSI - HSS 1t7 ON out low ` -, �T �xw R dress,.,,, 0110 IDIRIVE SOUTH, AP O V,LOR I DA In 0- A e A C3R = R.S. $7.17 ON - -_= � CAS S% . CXPTTNL',114P*OVZ. 132t00, �",JAC . II+i: � ` .�2�16 ��{3.�"Sl� �RI�t ION .f#0. , �:l@ O 4 ' ►+�;: SEE N N©TICS--ALL CQNCREY4RA�fS AND FE7OTlN®S MU+ai'B BFIw P ?t #IHO PERMITVOlD,SIX!MONTH,$AFT til 4P IS INC MATERIAL,`R#lBBIBW At [ p FtlS#=R M THS WORK M4�� �PLACED IN Pl�E3LIC BPACE,AN#�MUST REE'1 AN©"HAULE0 AWAIT,Sy, ElT# R CONTRACTOR OR OYVN� �. LUREPL`Y' '' LITH THE; E HA # H L ��" R� CULT IN PF WE �N�t�PAY�l�1G'1'WICtFt) !..000 POVEMENTS" SUED ACCORDING'TO APP14OVEO PLANS'WHICH ARE PART OF TH" ."r-RMIT A.NO 1 SU�IECFIEVOC T TO A`t]©N,WR u ell TION OFA PPLICABLE PROVE NS OF LAW. " A TIG. T; Dil yJ �` '++ erw+t`"w"„'",,,+..•„M. .,-.,tsit' a ,'''`4`bs'z%3: 00 ', `k41"i lxy ' A YP Fi 1 Sw sf r t CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @ $ per sq ft = Garage/Shed jZ/ @ $/ / Cl per sq ft = Carport/Porch/e.,C- @ $/ q-c. per sq ft = $ 7-C.) Deck @ $_per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ l z� Total Valuation 1st E---3'7 Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ `fes F-C77, - + 1/2 Filing Fee $ Q ) Fireplaces @ $15.00 $ BUILDING PERMIT FEE -7 ` WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ -".2S7. SEWER TAP $ RADON (HRS) .0050 $ -7, 7 .38 SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ Jt-- (Ifo 7) SURCHARGE .0050 $ (,, ,-7 f /- 74 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New Electric/Temp_;SwimmingPool Septic Tank Well Sign_Finish Floor Elevation Survey Other CALCULATIONSand/or NOTES: - ar:NAN C t A%P2114111,4 O'.�~ �-+ Bk: 8052 r't P�yyr 1986 — 1986 M 90c# 95050081 Filed & Recorded ,� O�iCe of �ommencemen� 03116/95 4411:06:42 A.M. t tr�u�nc sN ouat.teaTcs _ HENRY 9. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL t To whom !t may concein: REC. f 6.00 � L > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE 9 OF COMMENCEMENT. � U 55 11 h h�Description of property L _ 1_ C _�.�. -`,'��=- .............. �. --.--------------------.....---.-- v According to plat thereof recorded in plat ))ook 4. pages -- �, f the current pub olic records if Duval County Florida. yGeneral description of improvements ...................................................................... sa Construction of Single Family Residence with Garage on concrete slab Q ................._...........-----------------....._...._...----------------------------._.........._..--- Centex Real Estate Corporation Attn: Arthur Day Owner ------------ --------------------•--------............................_--------------------------- 06620 Southpoint Dr.S. Suite 400 Jacksonville Florida 32216 24 Address --------------------------------------------------•---..-..-------------------------------.---.-- jOwner's interest in site of the improvement ...Fee..Simple ............................................ 0 JFee Simple Title holder (if other than owner). .............................................................. Name ---------------------------------------------------.....--.....---------------------------------------- Address ------------------------------------------------------------------------------------------------- sb.me as owner Contractor --- ............................................................................................. Address --------------------- --------------------------------------------------------------------------- Surety (if any) --------------------------------------------- Ad6ess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the Improvements, Name ---------------------------------------------------------------------------------------------------- Address ------- ------------------------------- ----------------------------------------------------- Nurse of person within the Stste of Florida, other than himself, deslgnated by owner upon whom notices or other documents may be served: Metropolitan Tittle & Guaranty Co Name -------------------...__..--_......_------------..------------ --------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -------------------•_._-_•----------------------------_.....................---.................. In addition to himself, ,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [23 Eb], Florida Statutes. (Fill in at Owner's option). Name ----------------------.------------.-----. ----------------r ---._--------------------------------- Address ------------------------------------------------- `1... ..._. --, Ob: 5- 7 T J7' HJ THIS OWG. PREPARED FROM COMPUTER NP T LOA S DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 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 (FTI: 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WINO, 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 BUILDING (1991 SBC) REACTION OF 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. --------------------------------------------------------------- xxW UPLIFT m*m I xMx HANGER m*x A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860 100 (ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) I HHHHtUS48 - + 42990 -16600 iOd 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 EaChj (f00)� HHUS48 - + 51800 -20000 160 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -44551(2 Each (1160)) HGUS48 + 66400 -21990 106 2plyll AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) HGUS48 - + 80001 -26500 160 2p Y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) HGUS5�- +11'33y�50-y--394 DETAILS ) 127# REFERENCE HOLMES LUMBER DETAIL SH EE FO PLIF1'IHA�GEFt m - 12'8" 12 11'6"8 1 .5X3 m 0 4.24 C:;-- 2X4 2X4 (A 0 4'3 8' 4 �--2'9"15 9' 1013 �---42"15 5'7" 14 -i R=559# W=4" 15 - 123# R=324# W=1"8 PLY.a 1 SED: 61858 T. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEEREO PMOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL IqT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY GRACING. SEE MID-91 BY TPI. SEE THIS DESIGN �1,,US' � TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTOR$ARE MADE OF 20GA GALV. STEEL MEETING ASTN QUIRENENT9. UNLESS OTHERWISE INOICATED, TOP BC OL 10 .0 PSF ORWG AAA6 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER5606 TRUSS ANO iKE$5 OT/1ERMI6E LOCATED 011 THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING. BOTTOM CHORD KBC LL 0 0 PSF NPW C0INECTORIS PER DRAWINGS 130, 150 C /60A-F, DE$IGH STANDARDS WIiN PROPERLY ATTACIED RIGID CEIILNG -- SEE - STATE OF TOT LD. 47 O PSF DSA LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NDS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNIS , �, <0 RIOT Q P: OUR.FAC. 1 .3 3 IN ONLY, ANO SHALL NOT Rif RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`'�� SPACING • -TPT . TMtQ;P1 ATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPFCIFICATION FOR WOOD CONSTRUCTION SEE ABOVE��1/11r1��`, TYPE JACK Job: (4-3700) T T2 29'3" Mono THIS DWG, PREPARED FROM E9R INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA.SP-01 Dense PREDICTED VERTICAL DEFLECTION TTO LIVE LOAD CHORD 25s BOT CHORD 2x4 SP 0t Dense AND 0.59' DUE TO DEAD LOAD AT X - 14-07-08. WEBS 2x4 SP 03 :W2, W12 2x4 SP 02 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. xxWARNING! 1 UNPLATEO JOINT(S)xx RECOMENDED CAMBER 7/8' AT MIDSPAN BETWEEN BEARINGS. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. UPLIFT (LB): 520 570 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRG.LOC (FT): 0.00 28.79 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT SPECIAL LOADS WITH DEAD LOAD OF 5.00 PSF (TOP] AND 5.00 PSF (BOTTOMI . -------------------------------------------------- ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED TC - From 60 PLF at 0.00 to 60 PLF at 29.25 WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. BC - From 20 PLF at 0.00 to 20 PLF at 29.25 --------------------------------------------------------------- TC - 130 LB Concentrated Load at 18.00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS TC - 130 LB Concentrated Load at 22.00 (+)-Gravity (-)"Uplift ------------------- ---------------------------------------- xxx UPLIFT xxM I xxM HANGER xxx H5 4550(Jacks Only) HUS26 - + 27514 -12860(100 1ply) NTS12 -1000/ 1 HUS26 + 33150 -1550I(16d 1ply MTS12 -20000(2 Each) I HHUS48 + 42991' -16600(10d 2pIY) MTT288 -37861(2 Each) ((10d))I HHUS48 + 51800 :20000Rd d 2ply) MTT288 -44551(2 Each) (16d)I HGUS48 + 66400 -2i994d 2p1y) MST60 -4688A Per 2ply) I HGUS48 + 80000 -26500d 2pIy CS150 - -16500 Each) I HGUS5.5- +113350 -39450 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 60 PLF at 0.00 to 60 PLF at 29.25 BC - From 20 PLF at 0.00 to 20 PLF at 29.25 TC - 130 LB Concentrated Load at 18.00 TC - 130 LB Concentrated Load at 22.00 130+ 1300 t - 4 ' 7 / 311 0.25 °D f� 28 ' 11 "8 . 17 3X4 1 . 5X3 6X7 6X4 3X4 3X4 3X8 T 1 '6" FM 6X8 6X4 3X7 3X8 3X10 "e-X12 '2" 1 . 5X4 3X3 ® 11 29 HS412 �WS 291311 R= 1252# W=5 "8 R= 1348# W=5 "8 PLG s SED: 33504 T. TYPE-ALPINE DESIGN CRIT=TPI OTY - 22 TOTAL - 22 REV. 17.3m SCALE -0. 1750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 0 3/1 5/9 5 T C LL 20 .0 PSF REF t *IMPORTANTM*SMALL NOT BE RESPONSIBLE FOR ANY ARNING TN HANDLING, ERECTION AND �+DEVIA71ON FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN AT,1'1llETT' TC OL 10 .O PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �USALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED• TOP - BC OL 1O.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED RYN000 SHEATHING, BOTTOM CHORD x - BC LL 0 .0 PSF EFI CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACH�TE RIGID CEILING -- SEE STATE OF TOT.LD. 4O O PSF Q�A LEN 29-3-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPD (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 TIE COMPONENT DEPICTED MERE DRYWALL APR[CATION. URNISH A COPY Di TNISO Rio1N ONLY• ANO SHALL HOT BE RELIED UPON IN ANY OTHER MAY. DESIGN IO THE TRUSS ECTION CONTRACTOR. F DUR.FAC. 1 .25 /NEEP`',. SPACING 24.0" ITYPF mono A 1 w L x a � a '�1 w 1 N n q r �r ` mew( II � > opts $ $ ow W O 6-O"Mot FEW a U 1 Q'W PLATE HEIGHT & ROOF PLAN _ a NOT TO SCALE SHEET ,' F 2 rRAC/MG Snraut Vwo SP= !.s£.o ON 100 MM -- _ y£NTIfx�M LEJ4TM '� ^' 0•.,j• 21Ea�j?�p PtK ZXG $U. PIK 12'-1a' 2R! KID. PIK i <21 2%4 K M. PLC WIK lNG +� 25 _ �T. 120 ME NAILS !6' U.C. STAG. 10d!!'U•C. r W U.C. GAN.E pr£MIKtNG I rRUM f/p TU vdTTOt 2Xa gRLQ.K£RS TVP. T 1 r7c ZH VARIFS� ,� N cDNTlMuous suPPGRr [Fl T8 ~ R • n Fi3no m LAYMM cc PDOCSION Is fO FACE Or GTRDER. a < !' MAX > m >b 2.s 6 12d NAUS i! O T TIP CHDO D.DUTTUM CNURD n T9KN (� r^ F4 V � ° impSon tronq- Ie N T10 J a T Til _ Io�t yuATI 7d a !y N 14-1 Od -Sod Ht S m 0 2 PLY ML" W UR t PLT 1 r w2mr St3 L GRADE SCAT _ TO&ACK SIDE 24• LONG HI ITsc a vi 12d!2' D.C. HANGER DOVN_OAD JUPLLFTJ H1 Ta HUS26 27510 1 1286• RUM/Fit;M5PON50LIfY f0 9M f0 5IMr%N CA&0f FR T3 CAAN'I.m WMA"GllMM5. T o &L WL 5 f0 M 5[MV?9Y MtMF,. TI v TIG ttt V W yZ1< Z io 7 I] ROOF FRAMING PLAN o NOT TO SCALE SHEET 2 2 F JOB: 5- 7 OT 112 T ' GABLE THIS OWG. PREPARED FROM COMPUTERINPUT_ LOADS 6 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): 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. ----- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift --------------------------------------------------------------- MUS PROPERLY ATTACHED 0 THE BOTTOM CHORD. XxN UPLIFT xxx NNN HANGER Nmx )) H5 -4554(Jacks Only) 1 HUS26 + 33151 i5500(16d 1ply) NTS12 - -f0000( ) (( 1) MTT288 - -3786412 Each) (10011 HHUS48 - + 51804 -20000(i6C 2ply) MTT288 - -44551(2 Each) IS6d) HGUS48 - + 66401 -21991 f0d 2ply)) NST60 468811Per 2ply1 HGUS48 + 80001 -26501 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -39451 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —4- �� -- 4. 3X4 Q 6 � O tti 2X4 (DI) in X4 (D1) --x'48 8 R=94 Of W=8N TA? T110 SED: 61437 PLT.aTYP.-ALPINE DESIGN CRIT=TPI QTY a i TOTAL IN 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30.0 PSF REF *IMPORTANT**BNIALL NOT BE RESPONSIBLE FOR ANY ARNING tN HANDL IN1c. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-BI BY TPI. SEE THIS DESIGN �1�111/j ���. TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �US - ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACEO WITH PROPER 5606 ,PfIQ TRUSS ANO UNLESS OI ERMISE LOCATED off THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD NBC LL 0 0 PSF NPW CONNECTORS PEA DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS MITN PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 4 7 .O PSF 0�A LEN. B—O—O CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' P'� ._ .__ -- -- -- .,_....... ..._._..._.. r CO RTO n . 4 -1':k Job: (5-0673) LOT 112 T ' 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 02 N UPLIFT (LBH: 280 280 WEBS 2x4 SP 03 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 BUILDING 0 991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/8C SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------IH_Gravity_(-)'Uplift---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MMX UPLIFT MxxxMx HANGER MxM H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d (ply) MTS12 - -1000# 1 HUS26 - + 33151 -1550#(16d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)) MTT288 - -37860(2 Each (I0d)! HHUS48 - + 5180# -2000# 16d 2ply3 MTT288 - -4455012 Each) ((16d)II HGUS48 - + 66400 -2199000d 2ply MST60 - -46880(Per 2ply) HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X4 m 6 G, v N2X4 (A 1) X4 (A S) T iB. X4 8' — 8' R=819# W=3"8 R=819# W=3"8 TAY. 22 SED: 61441 PLT. PL TY DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ' TC DL 7 O PSF DATE 03/15/95 n \\U�A1`IISU\ FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSiBB BY TPI. EOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O\\\\\VVJ ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Z5606 „J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - M BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF zTOT.LD. 47 .0 PSF OSA LEN. B—O—O Q CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER R1 P .1CJ1 SEAL ON THIS DRAWING APPLIES TO^THE^COMPONENT^DEPICTED HERE DRYWALL'APPLICATION.cFURNISH A COPYOFTHIS �O O Q ` JOUR.FAC. 1 .33 •ue t t e e .♦..�rQ�J )b: (5-0673) LOT 112 T ' HIPS 7*SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP 02 N :T2 2x6 SP 11 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T 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 WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . F1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE 80TTON CHORD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- KKK UPLIFT Wxxxxx HANGER MMM H5 - -455#(Jacks Only MUS26 - + 2751/ -12860(104 1ply) NTS12 - -10000 1 HUS26 - + 3315# -15500(iSa 1ply) MTS12 - -20000(2 Each) ( HHUS48 - + 42991 -16601(fOd 2ply) MTT288 - -3786#(2 Each 1(104 HHUS48 - + 5180# -2000#(16d 2ply MTT288 - -4455#(2 Each I16d)l HGUS48 - + 66401 -2199#((ff0tl 2ply)) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 20!y) CS150 - -1650#(Each► 1 HGUS5.5- +113350 -39450 16tl 3ply) ------------------`----------- -----`--------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' �—— 7 7 7 —� 6X8 (R) T2 6X13 (R) m = 1.5X3 1.5X3 � 6 p m 4X5(A2)—,, 4X5(A2) X4 4X4 3X7 --,Tre 21 ' 1-2- aim 21 ' l 2 —I R=2105# W=3"8 578# 878# R=2105# W=3"8 SED: 61445 PLT . TYP.—ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE ExIREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EwCTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN STN' "�N�.� TC OL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST@B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , O\\\\\VvJV ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING AST" OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG (� A446 GR @ EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL 0E LATERALLY BRACED WITH PROPER = , 5606 = (\\w\\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL O •0 PSF NP W n CONNECTORS PER DRAWINGS 130. 150 C $BOA-F. OEBIGN STANDARDS WITH PROPERLY ATTACHED AIrIO CEILING -- SEE STATE OF TOT.L 0. 4 7 O PSF C�A LEN. 2 1—0—0 )b: (5-0673) LOT 112 T ' HIPS 9-SB THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 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. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- NUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxW HANGER xxx H5 - -4550(Jack5 Only) IHUS26 - + 2751/ -1286/(100 1ply) MTS12 - -1000# I HUS26 - + 33151 -1550/(160 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299/ -1660#1100 2ply) MTT288 - -3786#(2 Each) (1001 HHUS48 - + 51800 -2000# 16d 2ply MTT288 - -44551(2 Each) (160)l HGUS48 - + 66400 -21990ii0d 2ply) MST60 - -4688:(Per 2ply) HGUS48 + 80000 -26500 160 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 3' 9' 4X5 (R) 4X5 (R) T m = 1.5X3 1.5X3 Q _4M 3X4 (A 1) 3X4 (A 1) B 4 374 3X4 21 ' �-2' 21 R=1140# W=3"8 R=1140# W=3"8 TAGTgg SEO: 61448 PLT. TY -ALPINE DESIGN CRIT=TPI OTY - i TOTAL - 1 REV. 17.2m SCALE-0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF _ (�2 *IMPORTANT**SHALL NOT 9E RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AMC DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1rN�' erN•� TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AST" BUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - BC DL 10 .0 PSF DRWG CHORD O A446 6R B EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF ARO SHABE LATERALLY BRACED"ITH PROPER . 5606 NA TRUSS AUNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHARD x _ BC LL 0.0 PSF NPW _ CONNECTORS PER DRAWINGS 130. 150 G 1GOOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OFa_ -0-0 PSF 0/A LEN. 21TOT.LO. a Ob: 5-D 7 T 112 T4 ' 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 12 N UPLIFT (LB): 470 460 WEBS 2x4 SP 13 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' O.C. ENCLOSED BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -- ------------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS (+)-Gravity (-)-Uplift WWW UPLIFT WWW WWW HANGER *WW H5 - -455*(Jacks Only) HUS26 + 27511 -128611100 (ply) NTS12 10001(( 1 (( 1 HUS26 + 33151 -15500((16d (ply)) MTT288 - -44551(2 Each) (f6d)I 2 Each) I GUS48 + 66401 -00 21991(fOtl 2ply) MST60 4688i(Per 2ply) I HGUS48 - + 80001 -265011(164 2ply) CS150 - -1650/(Each) ( HGUS5.5- +113351 -39451 160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 10'611 ~�'r 10'6" 4X5 (R) m 1.5X3 1 .5X3 6 p ITT 3X5 (A 0 3X5(A 1) 48. X [-2- 21 ' 2 R=1770# W=3"8 R=1770# W=3"8 PL7. TYP.—ALPINE DESIGN CRIT-TPI OTY 8 TOTAL - 8 REV. 17.2m SCAALEB-0.2500 ALPINE ENGINEERED PROOMTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n 1\ OEYEATION FROM THIS DESIGN OR THESE SPECIFICATIMB, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - ��T'US IIF���i TC DL 7 .0 PSF GATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O - -ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHO O SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD _ W - BC LL 30 •0 PSF NP W /�\ CONNECTORS PER DRAWINGS 130. 150 9 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID'CE.ILING __SEE - STATE OF TOT.LO. 77.0 PSF O/A LEN. 21-0-0 Ob: 5J- 7 T I GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & 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): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xNx UPLIFT NNN INNN HANGER NNN H5 - -4551(JackS Only) HUS26 - + 2751/ -1286/(I00 !ply) MTS12 - -1000/ HUS26 - + 33151 -15500 16d !ply MTSf2 - -20001(2 Each) I HHUS48 - + 42990 -1660 10d 2ply) MTT289 - -3786 (2 Each) (fOd)I HHUS48 - + 51800 -20DOO(16d 2ply) MTT288 - -4455 1 2 Each) (16d) HGUS48 - + 6640: -21990((10d 2plyjJ MST60 - -4688//Per 2ply) HGUS48 - + 80001 -2650�116d 2ply) CS150 - -1650t(Each) HGUS5.5- +f 1335/ -394S11116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 4 �+ 4 3X4 v 6 C;- O fti 2X4 (DO X4 (D1) �10' ---6f 4 B R=94 Of W=B' PLT.ETYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - f REV. 17.2m SCALE6-0.5000 n�� ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 03/14/95 TC LL 30.0 PSF REF t6o *IMPORTANT*)(SHALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-Of BY TPI. SEE THIS DESIGN �llTf/�� TC OL 7 .O PSF DATE 03/15/95 FAILURE i0 BUILD THE TRUSSS iN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 4 7 •O PSF 0/A LEN. 8-0-0 COKtxM W/APPLICABLE PROVISIONS NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/811 fq1 PROPER CO RIOT P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. 1 •33 IN nN1Y AND SHALL NOT OE RELIED UPON IN AMY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �. INF EI{5,�� �^ ..r IDb' - 7 T T5 MN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) Su MITT D BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 340 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 6.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS CONTRACTORS WARNING: -------------------(+)_Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *** UPLIFT **W I x*W HANGER *** AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d Ip 1y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10001 HUS26 - + 33150 -15500 16d 1p1y1) MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -16600(fOd 2ply MTT288 - -37860((((2 Each) (2 Each) ({iOO)i HHUS48 - + 51800 -20000(16d 2ply) CHGUS48 + 66400 -21990(10d 2ply S1508 - -16500(EachjplY)6d1I HGUS585- +113350 -39450(160 3ply) -------------------------------------------- ------------ REFERENCE HOLMES HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —4' —4' 5X6 cn v N 6 2X4 (A1) X4 (A1) 4 310 i. ri 1 .5X3 6'8" — 1 '4" �--- 2' 8 2 ---� R=428# W=3"8 R=630# W=3"8 11 SEG: 61456 PL TY .—ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *I MPOR T A N T IE*BHALIL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND n \ til DEVIATION FRpI THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. BEE H18-91 BY TPI. SEE THIS DESIGN �I,1�' f'•., - TC OL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF E06A GAILY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG O AAAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5608 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 Q ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L O. 47 .0 PSF OSA LEN. 8-0—O CONFORM W/APPLICABLE PROVISIONS OF NUS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER - SEAL ON IN DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' CORIO�QPM DUR.FAC. 1 .33 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONNTRACTOR. �'' -----_.-._..-__ iNEE ,.� SPACING 24.0 _---... ---•- -- --- --•---.,_.._.. ,,.....,,� TYPE COMM Job: 7 T T§ 14' COMN R THS WG. PREPARE FROM 14P T R INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS FR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 360 350 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-►Uplift --------------------------------------------------------------- WWx UPLIFT ■x11 mom HANGER WMW H5 - -4550(Jacks Only) HUS26 - + 2751/ -1286# IOU 1ply MTS12 - -1000# 1 HUS26 + 33151 -1550#1160 1ply NTS12 - -2000#(2 Each) 1 HHUS48 - + 4299► -1660#(IOd 2ply M7728B W -3786#(2 Each (100)1 HHUS48 - + 5iSQ# -2000# 16d 2ply MTT288 • -44550(2 Each) (16d) HGUSAS - + 66400 -2199# 10d 2ply) MST60 W -4688#(Per 2plyl HGUS48 + 8000# -2650/ 16a 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(164 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L — 71 7' f 4X5 m 6 p 5X5 m 2X6 (At) IU X6 (A 1) d 4.61 4'3 �8' 5X6 14' �-»- 2- 5.6" 3. 5'6" ---{ 2' ---� 14' -) R=811# W=3"8 R=811# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE6i0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF (�2X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND - 1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI, SEE THIS DESIGN TC DL 7.0 PSF DATE 03/15/95 n \\1TV\v`vi►V\ FAILURE TO BUILD THE TRUNE SS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O\\\\V ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER K5606 TRUSS AND( ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS W11H PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 14-0-0 UU VV CONFORM N/APPLLCAS-C PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO RIO' SEAL ON TH.S ORAMING APPLIES 10 THE COMPONENI 1)EP-CIEO HERE d1YNALL -..ATION, FURNISH A COPY OF THISDUR.FAC. 1 .33 IN HHW V AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. - -nrn 3' 5^ 7 T 112 T 7 7' GABLE RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N **WARNING[ 1 UNPLATEO JOINT(S)NN )T CHORD 2x4 SP 02 N WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): BRG.LOC (FT): -L 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 :E DRAWING A1f5/R AND/OR 884.080 FOR FILLER DETAIL. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT NNN I NMN HANGER NNN CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d iply) IIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315# -f 550# 160 1ply) I SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTSf2 - -20001((2 Each) HHUS48 - + 42991 -1660# HOG 2p11y) ISTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44551(2 Each) (160)� HGUSAB - + 66401 -21991 i000 od 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26501 16G 201y CS150 - -1650#(Each) I HGUS5.5- +11335# -39451(16A 3ply) REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �•--- 20.6.1 16'6. —� 3X5 1 3X5 v 5X5 to 3X4 0 3X4 6r 5X5 3X4 (01) W 61 2. 1 .��� 2'x.10 4.61 f 2X2 — � �3X6 5-21) yr- 23'4" ]3'8" -�• 23'4" ---5'6N 31 '6" —I 37' - - - -� R=348# W=3"8 R=678# W=3" R=106 Of W=23' 1" AyT229 SEO: 67726 L.T.�TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE MIB-91 BY TPI. SEE THIS DESIGN '%�"TN' '��• TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 051138 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL NEE71NG ASTM /E OUIMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF ORWG \\V1/ HAAS OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL 8E LATERALLY BRACED N1TH PROPER . 5606 - TRUSS AND( ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - - BC LL 00 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -- SEE STATE Of TOT LD. 47.0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/)/91) FOR PROPER r! SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,�, D RTo*a T= DUR..FA 1 .33 Job: 5-067 T 112 TO 37' COMN Rf3C THIS WG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 360 830 600 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 13.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 3X4 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SEE DRAWING A115/R AND/OR 884.080 FOR FILLER DETAIL. (+)-Gravity (-)-Uplift (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO NNN UPLIFT NNN NNN HANGER NNN BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING H5 - -455#1Jacks Only) HUS26 - + 2751# -1266/ SOd 1ply)) MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MTS12 - -10000 1 HUS26 - + 331S# -1550# f6tl 1p1y) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MIS12 - -2000#(2 Each) 1 HHUS48 - + 42990 -1660# fOtl 2ply MTT28B - -37860(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 201y) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT288 - -44550(2 Each) 116d) HGUS48 - + 6640# -2199f 100 2plyl MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -265011160 2ply CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(iSd 3ply) CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 20'6" 16'6" ---� 5X5 3X5 3X6 m 3X6 (A) (A) ti T4 6 X5 (A 1) to* 3X5 (A 1) 2 1.5X4 X i. X �3 ,Q 4.61 3X3 �e 5X5 3X9 �--- 8'5"B --�--5'2"8 23'4" ----i �._ 13'8" ��� - 23'4„ ��'—�--5'6" 31 '6" 37' R=503# W=3"8 R=2200# W=3" R=1081# W=3"8 TA Tgg0 SEO: 67715 PL TY .-ALPINE DESIGN CRIT=TPI DTY - 5 TOTAL - 5 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PNODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT 6E RESPONSIBLE FDR ANT ARNINGIN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 9Y TPI. SEE THIS DESIGN p 'us F��,, TC OL 7 •0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENT6. UNLESS OTHERWISE INDICATEO. TOP BC OL 1O •O PSF DRWG A4A6 GR B EXCEPT AS NOTED. APPLY CONECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 _$%fe TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 60110%CHORD BC LL 0 O PSF NPW CONECTORS PERDRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 47•0 PSF OSA LEN. 37-0-0 /CONFORM M/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINE£R•S ALPINE TECHNICAL UPDATE lT/1/9lt FOR PROPER CO RIS . SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH15 -Q �� OUR.FAC. 1 .33 )b: (5-0673) LOT T9 7' COMN ROC THIS DWG. PREPARED FROM C014PUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. fOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IOT CHORD 2x4 SP 02 N UPLIFT (L8): 350 820 620 WEBS 2x4 SP #3 SRG.LOC FT): 0.00 72.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REOUIRE14ENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (fl-Gravity (-)•Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- rrx UPLIFT rrr rat■ HANGER xrx RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 -455#(Jacks Only) HUS26 + 2751# -12860(10d 1plyj OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -1000# 1 HUS26 - + 33150 -1550#06d !ply MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (1001 HFRJS48 - + 5180# -20000((16d 2ply)) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) 06d) HGUS48 -- + 66401 -21990(100 2ply 1T SPECIFIC LOCATIONS. PARTICULAA CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) HGUS48 + 80000 -26500(16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS15O - -1650#(Each) HGUS5.5- +11335# -3945#(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" 5X5 3X4 X5 X5 3X !� (A) 0 3X4 6 X5 (A 1) 3X7 3X6 1. T =3X5 (A 1)3 113 - 8 1. 3X � ------ 12' 11" -r-X3 2 4 ' 1" — �N 37' cu R=687# W=3"8 R=1819# W=3" R=1319# W=3"8 SED: 67745 ALT . TY .—ALPINE DESIGN CRIT=TPI OTY 7 TOTAL = 7 REV. 17.2m SCALE 0. 1667 ALPINE ENGINEEREO PAOOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN eSTATE: TC DL 7 •0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REof,�2k ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - TiJ54^ulYi�4SOiHERM�ISE LOCAfEO ON THIS DESIGN. POSITION LY ATTACHED PIYMOOD 5/1EATHING, 60TTON CHORD - BC LL 0 O PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE TOT.L0. 47 .O PSF (]/A LEN. 37CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERe r •P HFC to - CnMPONFNt OEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '` in F A( 1 .33 ib: (5-067311 5- 7 T T A 7' MN R THI DWG. PREPARED FROM COMPUTER INPUT LOAD DIMENSIONS) SUBMITTE BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T3. T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 820 650 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A -------------------(+)_Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------- WWW UPLIFT xWW I MWW HANGER WMI1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455/(Jacks Only) HUS26 - + 27510 -12860 10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -10000 1 HUS26 - + 33150 -15500 160 1p1yI) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600 10d 2ply CONTRACTORS WARNING: MTT288 - -37860(2 Each (100)l HHUS48 - + 51800 -20000 16d 2plyj THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Eachlll6d)I HGUS48 - + 66400 -2199# 10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500 160 2ply)) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'6" 5X5 T3 3x4 3X5 X5 m 3X6 !` (A) 0 3X4 4 11 6 � X5 (A 1) x x 1. x T X10' 3X5(A 1) 2' —113-31 . X 3 3 -A- I---- 12'8" �• 24 '4" -i �N`r 37 (u� R=739# W=3"8 R=1734# W=3" R=1352# W=3"8 PL = 2 SED: 67748 T. TYPE-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 03/14/95 T C LL 30 .0 PSF REF ` 2 *I MPGR T AN T)f*SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND ,111, , DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-Bl BY TPI. SEE THIS DESIGN Vt �, � TC DL 7 .0 PSF DATE 03/15/95 n FAILUfH TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A411 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL SE LATERALLY BRACED NIT.PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF NPW (�\ CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS WIT.PROPERLY ATTACHED RIGID CEILING -- SEE - T O T.LO. 4 7 .O PSF 0/A LEN. 37-0-0 UV CONFORM N/APPLICASLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISP: ouR.FAc. 1 .33 IN War, ANO SHALL NOT eE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACIOfl. ` IC0Af^TNic 7n n" rvoc SPF(' Jot): (5-0673) T T ' COMN RBC THISDWG. PREPAR D FROM COMPUTERNPUT LOAD 6 DIMENSIONS) SU MITTED Y TRUSS MFR. TOP CHORD 2x4 SP 12 N :T3 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 590 650 200 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 28.55 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) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS 0 6` O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SI14PSON OR EOUAL UPLIFT/HANGER REOUIRE14ENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *xN UPLIFT ANN ) MMN HANGER ANN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) I HUS26 - + 27511 -1286/(10d 1ply) MYS12 - -1000• 1 HUS26 - + 33150 -1550/116d 1ply) CONTRACTORS WARNING: MTS12 - -20001(2 Eacn) I HHUS48 - + 42990 -16600(10d 2ply1 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Eacn) (fOd)I HHUS48 - + 51801 -20001(160 2plyJJ AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)i HGUS48 - + 66401 -2199111.0 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80001 -2650#(160 2ply CS150 1650#(Eacn) ) HGUS5.5- +113350 -3945#060 300 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 20'6" 16'6" - � 5X5 3X4 T3 3X5 m3X6 X6 h p 1.5X3 (A) 6p X5 (A1) T X10' 3X5(A U �e 4 2X4 28' 11"8 X3 810"8 ------i 37 R=1502# W=3"8 R=1797# W=4" 15 R=484# W=3'18 TAGT27 SEO: 61828 PLT. TY .-ALPINE DESIGN CRIT=TPI CITY - 1 TOTAL - 1 REV. 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC ILL 30.0 PSF REF 2 *IMPORTANT**SMALL NOT BE RE$PONBIBLE FDR ANY WARNING TN HANDLING. ERECTION AND DEVIATION ION fROM TM15 DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-B1 8Y TPI. WE THIS DESIGN - `"1111 TC DL 7.0 PSF DATE 03/15/95 RE � ^ FAILUTO BUILD INF TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ' E •�� ALPINE CONNECT0113 UE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENT$. UNLESS OTHERWISE iSE INDICATED, TOP - - BC DL 10 0 PSF DfiWG \IU\\ AAAS GA B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL SE LATERALLY BRACE.MIT-PROPER TRUSS AND UHLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 06 13C LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 B 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LD. 47 .0 PSF 0/A LEN. 37-0-0 Q CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOA PROPER ' r'Z .ThV�71 SEAL ON 11US OAAWING APPI.IES 10 lit COMPONENT DEPICTED HERE DRYWALL APPLIC41I01. Fuml.,A COPY OF THIS E D R10 9 OUR.FAC. i .33 IN ONLY. AND SHALL NOT BE RELIEU UPON IN ANY G111ER MAY. DESIGN TO 111E TRUSS ERECTION CONTAACION. F INEE ' ` T ,� e- ..._ rnAl�T AIr '�A rl•• Mb: (5-0673) T 112 Ti 7' C MN R13C THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUB14ITTEO BY TRUSS MF . OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. HOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 670 210 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ;A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH _______________________________________________________________ 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT MMM ( MMX HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751/ -1286#4100 tolyl MTS12 - -1000# I HUS26 - + 3315# -1550#(116d (ply CONTRACTORS WARNING: NTSf2 - -2000#(2 Each) i HHUS48 - + 42991 -1660# fOd 2ply) HIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each) ((106)1 HHUS48 - + 5180# -20000(16d 2ply) .T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d) HGUS48 - + 6640# -2f99#(10d 2ply) NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26508(166 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'6" 16'6" -� 5X5 3X4 X5 m 3X6 X5 n 1.5X3 1 .5X3 (A) 6 X5 (A 1) X10' 3X5 (A 1) =3 X4 3'X6 3X8 5X4 2 X�4 �- 26' 11"8 _ 10,0T .18 -� 37 N� R=1416# W=3"8 R=1751# W=4"15 R=617# W=3"8 )L = SED: 61821 T. TY 4-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE 0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF ((��2 )(IMPORTANT**SHALL NOT BE RESP 81BLE Fai ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGNus 01 TC DL 7 .0 PSF DATE 03/15/95 FAILURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BNE Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUiREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIWI, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF NP W (�\ CONNECTORS PER DRAWINGS 130. 150 C /BOA-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 1� CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9/1 FOA PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO�'Q P: IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �'� F JOUR.Fac. 1 .33 __ - _---.-_ ..__ .__. ..._._.... ___._..____._._,_._„._.. ..___ �.,N I....I , SPACING 24.0' ITYPE SPEC 7 T T 7' GABLE THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENS ONS UBMITTED Y TRUSS MFR., )P CHORD 2x4 SP 11 N :T2 2x4 SP i2 N: )T CHORD 2x4 SP t2 N :82 2x6 SP 12 N: 2 Complete Trusses Required WEBS 2x4 SP 03 :W19 2x4 SP 02 N: _L PLATES ARE 1.5X3 EXCEPT AS NOTED. NAILING SCHEDULE: (0.131x3.0_gflails) TOP CHORD: 1 ROW 0 16' D.C. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BOT CHORD: 1 ROW Q 16' D.C. jST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS . 1 ROW Q 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS. IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT CON14ECTIONS AT BEEARINGS AS INDICATED. UPLIFT (LBI: 'I �Io 1p BRG.LOC (FT): 61 30' 3 LO" UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SSC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS (0-Gravity (-i=Uplift ------------------- ------------------------------------ xxx UPLIFT xxx I xxx HANGER xxx H5 = -4550(Jacks Only) I HUS26 + 2751# -1286#110d Ip Y) MTS12 = -10000 1 HUS26 = + 3315: -1550# 16a 1ply) NTS12 = -20000(2 Each) I HHUS48 = + 42991 -16601 f0a 201y) MTT28B -37860(2 Each) 10a) HHUS48 = + 51800 -20001 16d 2ply) MTT288 - -44551(2 Each) (160H HGUS48 - + 66400 -219901f0a 2ply) MST60 -46881 er 2ply) 1 HGUS48 - + 80000 -26500 16d 2ply CS150 -16500(Each) 1 HGUS5.5= +113350 -39450 16d 3ply) ---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS ----------------------- ---------------------- TC - From 74 PLF at 0.00 to 74 PLF at 37.00 BC - From 20 PLF at 0.00 to 20 PLF at 41.00 4 37' SC - 3279 LB Concentrated Load at 21.00 20'6 16 16'6" -� 5X5 zzz 5X5 6 4X5 m p 3X4 X4 (Di) 10' j 3X5 (D 1) lzzz T2. —e-4 1 1 H 512 2X3(0 i) I----- 30' 7' - 37' �- - .21 ' -----� 16' -1 WNL R=2375# W=3"8 R=626 plf W=7' AG T SED: 62193 LT. Ty -ALPINE DESIGN CRIT-TPI QTY= 1 PLIES- 2 TOTAL- 2 REV. 17.2m SCALE =0.0946 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30.0 PSF REF ((�1� x 1(I MPOR T AN T M)t SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THI5 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11'�"���i� TC DL 7 .0 PSF DATE 03/15/95 ^ \\U�AiVILV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 CA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 55606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD x BC LL 0.0 PSF NPW (�\ CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF z TOT.L D. 4 7.O pSF 0/A LEN. 37-0-0 V CONFORM x/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' ORD P� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F. Q1 DUR.FAC. i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'�� cAerrnlr. A n lTvOfz r,ARI Job: 5- T T13 7' MONO GIRDER -THIS OWG. _PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS) _SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N BEARING BLOCKS: NAIL TYPE: 0.131X3.0-g-pails BOT CHORD 2x8 SP !1 N BAG X-LOC #BLOCKS LENGTH/BLK !NAILS/BLK WEBS 2x4 SP 03 0 0.000• 1 12' 8 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BEARING BLOCK i0 8E SAME SPECIES, SIZE S GRADE A5 CHORD. UPLIFT (LB): 1150 1250 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. BRG.LOC (FT): 0.00 6.75 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED SPECIAL LOADS --------------------------------------------------------------- -------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS TC - From 74 PLF at 0.00 to 74 PLF at 7.00 W-Gravity (-)-Uplift SC - From 906 PLF at 0.00 to 906 PLF at 7.00 --------------------------------------------------------------- WWx UPLIFT MMMWWW HANGER MMM H5 - -4551(JackS Only) HIS26 + 2751! -12861(100 -ply) MTT288 - -3786/ 16d 1ply) (2 EaCh)) 10tl)) HHUS48 - + 5180f -2000 !(160 2plyj MTT288 - -4455! 2 Each � (( 16d) HGUS48 - + 6640! -2199!(100 2ply MS760 - -4688# Per 2ply) I HGUS48 - + 80000 -26500 16d 2ply 1) CSJ50 - -1650! Eacn) i HGUS5.5- +11335! -3945/(164 3ply1 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - 2X2 5X9 6F' m 0 cYl 4X5(A 1) 3 8' 4X14 7' 5X6 R=3575# W=3"8 R=32781 W=3" PLT. TY DESIGN CRIT-TPI OTY - i TOTAL i REV. 7.2m SCALE62095000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30.0 PSF REF *IMPORTANT*x SMALL NOT 6E RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND \\jVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��pp VS I eT� TC DL 7 .0 PSF DATE 03/15/95 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPJ. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OIIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG O A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL SE LATERALLY BRACEO WITH PROPER - 5606 - (\��/(\�\\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC L L 0 0 PSF NP W (�\ CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LO. 4 7 .O PSF 0/A LEN. 7-0-0 \\\7 V (a CONFORM W/ADPL ICA&.E MWvtS10N5 NDS C 1P7. AN ENGINEER'S ALPINE TECHNICAL UPDATE I1/1/911 FOR PROPER t.tl Rt�� P'` \YNl SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 'Z ouR.FAc. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp^',P� nn•nrA�r •3 A /Y•• +„r..- -- KAnnln �b: - 7 T 112 J7' EJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS IMENST NS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. -OT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 12 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 --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------M-Gravity (-)-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------- :UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. KKK UPLIFT xxrI MMM HANGER KKK H5 - -455#(Jacks Only) 1 HUS26 - + 2751/ -1286/(100 1ply) CONTRACTORS WARNING: MTS12 - -10001 HUS26 - + 3315# -1550/116d 1plyl) TISPECIFICS TRUSS ILOCATIONS. PARTICULAR S DESIGNED TO BEAR CAREOR SUPISPADVISEDORT IDURING LOADS MTT288 - -3786#(2 Each) (100)TIONAL l (HHUS48 - + 51800 -20000(160 2ply) NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (16d) HGUS48 - + 66400 -21990(100 2plyl MST60 - -46880(Per 2ply) HGUS48 - + 8000# -26500(16(1 2plyllll)) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1"8 11'6`4 m 0 6 C7 m T 2X4 (A1) 4'3 g �--2 7- R=526# W=3"8 R=73# W=1"8 _AG T20 SED: 61855 'LT. TYP.-ALPINE DESIGN CRIT-TPI OTY 9 TOTAL 9 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF to XIMPORTANTX*SHALL NOT BE RESPMKIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOta OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNWr f ��� TC OL 7.O PSF OATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 3 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG (\�\ A446 OR 6 EXCEPT AS 110TE0, APPLY CONNECTORS TO EACH FACE OF 01010 SHALL BE LATERALLY BRACED MITNH PROPER �)\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - W5606 BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 S 1GOA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT LO 47 .0 PSF OSA LEN. 7-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ld RIO Q � OUR.FAC. 1 .33 wr -c on ?Fn— IN ANY nTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �. ,T",c CGIS_" A3'. (5-0673) T J J THISDWG. PREPARE FP2M COMPUTER INP T (LOADS DIMENSIONS) SUBMITTE BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIp(�S AT BEARINGS AS INDICATED. 301 CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- AUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx xxx HANGER xxx H5 -455/(Jacks Only) HUS26 - + 27510 -1286/((10d Ipl CONTRACTORS WARNING: MTS12 - -1000# ( HUS26 - + 3315# -15500(16d (plyy THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each I HHUS48 - + 4299/ -16600(10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each (10d)I HHUS48 - + 51800 -20000(16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each 06d) HGUS48 + 6640# -2199/(10d 2ply) MST60 -4688#(Per 2ply) HGUS48 • + 80000 -2650/(164 2ply)) CS150 1650#(Each) HGUS5.5- +11335# -39450(l6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS R=134# W=1 '8 10'6'4 m s O 6 CL 2X4 (A1) 4'3 8' f 2 5 --1 R=445# W=3"8 R=44# W=1"8 (AG = T17 SEG: 61849 ALT. TYP.—ALPINE DESIGN CRIT=TPI GTY - 4 TOTAL = 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. T TRUSSES REWIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *I MPORT A N 1T) *SHALL NOT BE RESPONSIBLE FDR ANY ARN 1 NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DE51GN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI, SEE THIS DESIGN �fT,1111 /ITS TC OL /�7 .0 PSF DATE 03/15/95 FAILURE TO BNF VILD THE TRUSS IN CONFORMANCE W17H 05168 BY TPI. FOR ADDITIONAL SPECIAL PERKAHENT BRACING RE - ` 3� 11 1 ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 -0 PSF DRWG MAB GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - (\��/T\�\\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOJ75 N fiob 8C LL 0v PSF NP W \n\ CONNECTORS PER DRAWINGS M. 390 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - STATE OF - T O T.L D. 47 .0 PSF 0 1 A LEN. 5-0-0 \UV VV CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR ' r'Z �l SEAL ON THIS DRAWING APPLIES 10 THE COMPOIENI DEPICTED HERE DRYWALL APPLICATION. FWNISH A COPY �0 R10 Q + DUR.F,aC. 1 . 33 IN ONLY. ANO SHALL MOI BE RELfED UPON IN ANT OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACINEE�"" QOAr Tnlr Pd n" r voc' F.IA r.K )b: - T J J THIS OWG. PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS) SUBMITTED Y TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UFT (PL)IFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N UPLBRGILOC (FT): 0.00 3.00 3.00 WEBS 2x4 SP 02 N UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SOC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.25. TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ...................(+)_GravitY (-)-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------- IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. kkk UPLIFT kkxkkk HANGER kkk H5 - -4550(Jacks Only) HUS26 - + 275If -1286f(toa 1ply) CONTRACTORS WARNING: MTS12 - -1000# HUS26 - + 33150 -155001160 1plyI HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -20000(2 Each) ll ))I HHUS48 - + 42990 -16601(fOd 2ply)) ,T SPECIFIC NSTALLATIONLTOAENSURE TS. HATITHISRCARE IS ADVISED DURING TRUSS IS ERECTED PROPERLY. MTT288 - -44550 2 Each 160 HG S48 - + 6640## -21991oo# IOd 0 16d 2ply) MST60 - -4688 Per 2ply) HGUS48 - + 8000## -26501 160 2ply) CS150 - -1650##(Each) I HGUS5.5- +113350 -39I5f11111116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 T.Zm 6"4 m 0 6 C7 -I— 2X4 (A1) 4*3 13 �--2 �-----3 -� R=384# W=3"8 R=14# W=1"8 LL = 1 SED: 61850 T, TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 *IMPORTANT** ALPINE ENENGINEEERED NSP OOOE F0i1 INC. TRUSSES AEGUIRE EXTREME`ARE 03/14/95 TC LL 30 .0 PSF REF WARNING IN HANDLING. ERECTION AND A'\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE J ALPINE CONNECTORS ARE MADE OF 206A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAUCED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD k _ BC LL 0 .0 PSF NP W �\ CONNECTORS PEA DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L.D. 47 O PSF OSA LEN. 3-0-0 Uv CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' SEAL ON THIS DRAWING APPLIES 10 INE CONPONENI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 71115 �OR1� Q•,� DUR.FAC. 1 .33 • IN ONLY, AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY. DESIGN f0 TME TRUSS ERECTION CONTRACTOR. INEEA`'J.J 1 - 1-1. "•..� e..T•,TY wn- - N"-N wNTTnw ­­N Fo Tr TP&TNnw Fn-worm rnwc mwtrn SPACING 24.D" TYPE EJACK 0 — 7 OT 112 1 J1N Ci THIS DWG. PREPARED FROM COMPUTER NPT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORO 2x4 SP #2 N KKWARNINGKK AN UPLIFT REACTION OF -228# OCCUREO ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM UPLIFT (LB): 270 200 200BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0,00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 S8C) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(+)-Gravity (-1-Uplift CONTRACTORS WARNING: __ ______________________ THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS KKK UPLIFT xKK I KKK HANGER xKx AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4550(,lackS Only) I HUS26 + 27510 -1286#(100 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -1000# HUS26 + 33551 -1550i(f6tl 1ply) MTS12 - -20000(2 Each) HHU54B + 4299# -16600110a 2ply) MTT288 - -37860(2 Each) (100)1 HHUS48 + 5180# -20000(16tl 2ply) MTT288 - -4455#((12 Each) (160)1 HGUS48 - + 6640# -21990110a 2p1y1) MST60 - -4688# Per 2ply) I HGUS48 - + 8000# -26500116d 2ply) CS150 - -16500 Each ) I HGUS5.5- +11335# -39450 16tl 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS 6 8.6.4 T 2X4 (Al) 1 4`3 8. �--2 ---+ 1 -{ R=505# W=3"8 R=-228#-80#"8=1"8 PLT.=TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SCALE6i0.5000 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF (� *IMP ORT AN T**sNALL NOT BE RESPONSIBLE FDR ANY* WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �I�rr �.� TC OL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER4F1 5606 "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - K BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 C ISOs-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE E OF TO T L D. 47.0 PSF 0�A LEN, 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS¢TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISR1� Q .IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC 1 33 NE.."", _-_._.. ______._ --- --- --- -- --- -_-._ '....._...� RP4f'TNf; 24.0" TYPE EJACK ti ' CITY OF :ROPERTY DESCRIPTION 716 OCEAN BOULEVARD •__-----Section I________ P.O.BOX 25 F 2 ATLA?MC BEACH.FLORIDA 32277 ubdivioions TELEPHONE(S+0412494M a ��.lU�..���.��.L�� O(-_ a J i L t.. .. street Name -_ DESCRIPTION OF WORK If in a FLOOD HAZARD 'load Zones___z__-__,, -area complete page 3. Brief `• , ` Description:�l► 2_�G�Jy�i I\ F'�- Claes of Works <Nev/Remodel/Additionl_N(2 Lj TONING INFORMATION Type of ff Constructions Toning Proposed / +istricts___LkkUses Estimated Vilue $_/iL y�7 :xceptions or Materiales_-LA-)TJo cl,� STUC C O____ ariances Granteds� Solid or / 1 -�_..__„_�--_-��..-.._-__..�_ Filled Roots__�Y�.lI:WSJ Grounds OWNER INFORMATION Method of Heating Property Ovner s1'11P,.C��- -------—_ Phone !!ailing Address aac -- -- -•--� _...__�_--- Zip -- 3 1 L------- CONTRACTOR INFORMATION Contractor s__ L -------------- Phones '22 -4 s- flailing ff f c -------------- --------------------- Expiration --Com_ -. -.�� ---- 9 License Numbers _____________ Date:__�,1-- I NCRSST CCRTIry TNAT I NAYS ROAD AND CXAMINCO TNIS APPLICATION AND KNOW TNC SAMt TO se Taut AND CORRCCT. ALL PROVISIONS Or TNS[ LAWS AND ORDINANCES OOVCRHIHO THIS TYPO OF WORK WILL OC ` COMPLICD WITH. WNSTNtR arectrIC0 NfR[IN OR NOT. THU GRANTING Or A ►LIMIT DOC$ NOT PRC:un[ To GIVK AUTHORITY TO VIOLATR OR CANCEL THC PROVI8XOH4 Or ANY rCOLRAL. STATC OR LOCAL RULES. RtWNQ LATIO . ORDINANCKE, ON LAWS IN ANT MANNCR. INCLUOINO THC OOVCRNINO Or CONSTRgM R N CTIOOTC PCRFORNANCC Or CO"TRUCTION O► THC PIOJCCT. I UNDCRSTANO THAT TNC ISSUAI/CC Or THIS P[RnIT SS CONTINO"T UPON TNN ANOVt INFORMATION RING TRU! AND CORRCCT AND THAT THC PLANS AND SU/►oRTtMG t!Av .. •'T DATA HAVC 9CCH OR SHALL- OC PROVIDCD AN REOUIRCO. ry. Owner Signature - --_ Data 3 . t ContractorSipnKture_-_ �- _-- -- --___Dsiv FtA)ODPLAIN DEVELOPMENT INFORHATION Type of Developments_—_� Flood Zones------L----- ��—...------------------------------- Required Lowest Floor Elevations_ If building Is located within a flood hazard zone, a survey must be wade AFTER THE BLAB NAS BSEN POURED, certifying that the LOWEST FLOOR ELEVATI0* is equal to or above the base flood elevation establissheed for that zone. No final inspection vill be wade and no certificate of occupancy will be issued until the survey is on file with the Building Department, CONNENTS2 Applicant Acknowledgewentt I understand that the issuance of this permit Is continigent upon the . above inloraation being correct and that the plans and supporting data have been or shall be provided an requireed. I agree to comply with all applicable provisions o1 Ordinance Xo. 23-7-11 and all other lava or ordinances affecting the proposed development. Date----- -__Applicant•= Signature.......................... ------------------------------------------- ------- Department Use Required Lowest Floor Elevation ............... Ase Built Lowest Floor Elevation ................. Survey Filed with Building Department ........... ----------------------------------- Building Department Rvprc-sentative 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 _ Lf SERVICE-SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) r / WATER CLOSET /WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) _URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) �- LAUWDRY TRAY (2) LAVATORY (1) ._COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) --SH SINK EACH SET OF FAUCETS (2) _�_ICITCHEN SINK (2) DENTAL LAVATORY (1) _J—KITCHEN SINK WITH WASTE ,.DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) , URINAL STALL, WASHOUT (4) _FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) _LAVATORY. BARBER/BEAUTY _LICE MAKER (1/2) SHOP (2) _,SURGEONS SINK (3) LAVATORY, SURGEONS (2) _,e::::�JACUZZI (2) URINAL STALL, WASHOUT (4) � TOTAL FIXTURE UNITS0 =20.00 EACH =s, ' JOB INFORMATION i ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ` --------------------------------------X-- I 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------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . o . . . . . . . . . . . . . . . . . 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 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I -------------------- I 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: (o(,ao Signature: �( �Qqi `� Date: 3- 8- S j� City/Zic' U 32 "� 4 Florida Elfiergy 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: 112 SL 2 BUILDER: CENTEX AND ADDRESS: 1649 LINKSIDE CT N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: JACKSONVILLE ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261300 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. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 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. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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:� 'IkC4� compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: t ) BUILDING OFFICIAL: DATE: DATE: �` 1� Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 112 SL 2 BUILDER: CENTEX AND ADDRESS: 1649 LINKSIDE CT N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: JACKSONVILLE ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261300 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. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 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. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: �'Ql. BUILDING OFFICIAL: DATE: DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 72 . 00 65.8 4737 . 6 DBL CLR N 42.0 38.3 .94 1512 . 1 DBL CLR N 10.0 38.3 .94 360.0 DBL CLR N 20.0 38.3 .94 720.0 S 33.00 65.8 2171.4 DBL CLR S 24 .0 66.2 .91 1445.8 DBL CLR S 5.0 66.2 .91 301.2 DBL CLR S 4.0 66.2 .91 241.0 W 27 .00 65.8 1776.6 DBL CLR W 6.0 79.7 .95 454.3 DBL CLR W 6.0 79.7 .95 454.3 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS ` POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1.713 8,685.60 14 ,874.09 6,624 .44 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253. 0 Slab-on-Grade .0 169.0 -41.20 -6962 .8 INFILTRATION--------- 1507 .0 8 . 0 12056.0 Practice #2 1507 .0 8.00 12056.0 TOTAL SUMMER POINTS 22,787.91 14,673.05 --------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT - COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787.91 .37 8,431.53 1 14,673.05 1.00 1. 100 .340 .860 4,719.44 ******************************************************************************* WINTER CALCULATIONS BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 72 .00 -10.6 -763.2 DBL CLR N 42 .0 7 .3 1.09 334.2 DBL CLR N 10.0 7.3 1.09 79.6 DBL CLR N 20.0 7 .3 1.09 159. 1 S 33. 00 -10. 6 -349.8 DBL CLR S 24 .0 -28.4 .96 -654.3 DBL CLR S 5.0 -28.4 .96 -136.3 DBL CLR S 4 .0 -28.4 .96 -109. 1 W 27 .00 -10.6 -286.2 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 15.0 -9.2 .85 -117 .3 ------------------------------ x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1.713 -1, 399.20 -2,396. 13 -537.95 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 . 0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177.2 INFILTRATION--------- 1507. 0 7 .4 11151.8 Practice #2 1507 .0 7 .40 11151.8 TOTAL WINTER POINTS 15,440.87 20,563.95 --------------------------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT - HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 1 20,563.95 1.00 1. 100 .500 1.000 11,310. 17 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL I 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 I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492.5 11409.0 28, 333.01 4719 .4 11310.2 11159.0 27, 188.62 ***************** * EPI = 95.96 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j 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. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- ( HEATINGSYSTEM. . . . . . . . . . . . . . 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 SolarEF. . . . . . . . . . . . . . I ---------------------I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder y Address: Signature: Date: 3-f -gS- City/Zip Florida Ehbrgy 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 : 112 SL 2 ADDRESS : 1649 LINKSIDE CT N CITY :JACKSONVILLE, FL 32246 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1507 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 22009.41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 200 Cfm 4180 .00 SENS. + MECH.VENT : 14390.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.47 DUCT GAIN 1739.04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 19129.45 TOTAL LATENT 11607 .03 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4621.98 20% SENS.OVRSZE FTR: 3825.89 ACTUAL + 20% OVERSIZE: 27731.86 ISENS. + 20% OVERSIZE: 22955.34 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 6.00 174.00 276.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 24.00 696.00 600.00 South Double Clr Drapes/Blinds 1 5.00 145.00 125.00 South Double Clr Drapes/Blinds 1 4.00 116.00 100.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00 North Double Clr Drapes/Blinds 1 10.00 290 .00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm ( 31 .84 ) x 132.00 4202 .88 Infiltration : Summer Htm ( 7 .73 ) x 132 .00 1020.36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487.50 Wood Stud - Adj . 11 197 .00 709.20 334.90 SUBTOTALS: 1192 .00 4291.20 2822 .40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 31 .84 ) x 39.80 1267.23 Infiltration :Summer Htm( 7 .73 ) x 39.80 307.65 SUBTOTALS: 39.80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264.00 SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009 .41 17390.41 -------------------------------------------------------------------------------