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Permits 592 main St (vault) � .ADDRESS C BUILDING PERMIT NUMBER 3 -7 11 z INSPECTIONS : FOOTING UNDER SLAB PLUMBING -5 a 517 ` f SLAB "3 () q f FRAMING '47- q - �� C COVER-UP ` 7 INSULATION 7 ` /11- ,i ' FINAL BUILDING CTRTIFICATE OF OCCUPANCY ELECTRICAL / PERMIT # /9 g3 7 TIO INSPECT ONS ROUGH -7- le- 47 FINAL 7 / C� -fit 7 MECHANICAL PERMIT P107 9 PLUMBING PERMIT # 1,3993 NOTES : 1605 Fr, . ktmtto of�ta�t046, Ct* 60'ATLOTiC SEACki �• t ', 1 I F0 1A' 1 °�� _ ._ . LOCATION!1 INP0 A;T I ON "rinit N bei: , ppMy ,6051` hddress *. { 592 1M �1p y� y�f {y�{�1� .DALy+}r� PaIrmi 'P(i�r •: + t�g9 ' t��E: r }�1y+A .yam' " �}Lta . .y}�/ X"�1'n ?:'i�7 4 v .L,L7.'M7 •33k rr �rM `A e t�F on`0. '4*. JiA S.R 4 irk .A 1 e 1 injiz o $t1�3C�1C1 CJ � �C'�EO-N 0.00 spr v. o t: ,. 3t} :t? Total Fees y�y �y y�.{, ,� ' 1 as 4M1#�#i. k k '�4 x @ 140 rJ i7e4 PM PLANS x .. ION 0 �e" � � � IT 1f� «Q � r � a u RMA Nii N, try y� ,�k G, 0s :i 245 11 � Xp' . ' , ast0? N4TtCE �tiSPECTIflNS" MUST BE REQUESTED AT LEAST 24 H UT S PstiOp TO INSPECTION" Uli.t�ING MATEOIA'L;RU$BfSM AND DEBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLtC SPACE,AND MUST BE . :EARED UP-ANS APPLICATION FOR FENCE PERMIT Owners Name /e'___ 1c'2E"L L 6.¢,t Phone -2- "70 6Oc2 iQr�t �L Jobs Address j Lot_ Block and/or Unit # /Z Subdivision �7— Contractor if different from owner 4Pa,./A)-e Valuation_of fence_ Corner or Interior.Lot_ Type of Construction 0DO C Show location and height of fence as well as location of street(s). RECEIVED MAR 3 1998 City of Atlantic Beach Building and Zoning Owner Signature Date-3-3 Contractor Signature Date MAP SHOWING BOUNDARY SURVEY OF LOT 1 , BLOCK 124, EXCEPT THE SOUTHERLY 6 FEET THEREOF, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: PULTE HOME CORPORATION BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. CERT/F/Ep r0+ 7'eeirEL1- C. 4 pore/GIA P. GAY PULrC- MORTGAGE GORPIoRArIVA FIRST AMaoC)CAN TiTGt° lNsuRA'*jCE Co' PNG 71TLE Cp,rlolaATiO�/ MAIN STREET (50' R/W) S01 *22'00"E (LS 4707) 64.00' (LB 1704) 6.0'I W . F- CnNt. ti n, 0 WALK V 104 ---) 21.7' 010 (� 4�_ 0' /6.0 W0 ENTRY L0 L j FIN.Fc Vit &jo v (9.(o2) >; o I W 0 04 O tl 1-5rORY 8104-K 010 U) w 0 OWEL L/NG O I O W W o `� ('51a CI50 Fi?VAJ r) N I co F 01 Lo 00 100 F= (n Z I Z CL /6.o' 40.0• p' U) PAT/o B L O C K I 1 2 4 4 tx1S� r<uc I ----1 S01622 00"E L 0 T 1 L 0 T 2 B L O C K 1 2 3 RAN SuR✓EY /0-Z8- 97. n/o re: roun/0 ALL rRoAJS FOUNDATION SURVEY 6--16-97. _ NOTE: FOUND ALL IRONS. HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS ( LEGEND:� THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE NTH CHAPTER 61G17-6, a FD. CUNCRErE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 0 1/2" FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 0 112` SET IRON - LB 1704 CERTIFICATE.' BUILDING RESTRICTION LINE FLOOD CERTIFICATE: THE LOT SHOWN G CENTRAL ANGLE HEREON IS IN FL000 ZONE -X" AS SHOWN CLARSON AND ASSOCIATES, INC. R RADIUS ON THE FLOOD IIJS'vRANCE RATE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, FL., 32207 L ARC LENGTH PANEL NO. 12UO/n- 0001 D DATED 4-17-89 CH CHORD P C POINT OF CURVATURE SURVEYED MAY 7 1997. (A PT POINT OF TANGENCY P R C: POINT OF REVERSE CURVE _...---- -- SGALE: FD FOUND '"'-.1_�Q--- R/W RIGHT-OF WAY FIELD BOOK 555 _ PAGES 66 & 6.7 IlE`11`Rtt FLORIDA SURVE TCR & MAPPER Nuaae" u R V OF"FICIAt_ RECORDS VOLUME JOSE A. HILL JR. - X--6 FT. WOOD FENCE 586 16 �MTH TIES TO FACE Or IENCE) BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: September 10, 1997 Building Contractor: Pulte Home Corp. Building Permit Number: 13908 Address : 592 Main Street Legal Description: Lot 1, Block 124, Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: 9.5 17- 17--(o Z required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire NA Public Works 9/9/97 9/9/97 PN Planning 9/10/97 f f 1 &uildi.ng 9/10/97 _ �j -C, r Tertiftrate of OrrupunrU Tito of Atlantic i6enrll — Moriba Bepartrncnt of Nuilbing Inspection This Certificate issuedpursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 13908 GroupW.frame Type Construction G Fire District Atlantic Beach Owner of Building Pulte Home Corp. Address $081 Phillips Highwa Jaqkdenville FL 32256 Build' Address 592 Main Street Locality Atlantic BeAh, FL 32233 By. DON C. FORD Building Official Date: /0 < POST IN A CONSPICUOUS PLACE ! DAT • /0 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORIT`i �3 WEST DUVAL STREET JACKSONVILLE, FLORIDA :32202 THE FOLLOWING FINAL INSPECTION S i F:AV 3EE'N :IAD_E AND SATISFACTORY : ------- - ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ---------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, ?7- BUILDING INSPECTION DIVISION cc : FILE CITY OF r rtic b''` e4d - �'&u 4a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: IC - �, 9" %" 7 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 Sincerely, Building Department (Laker tiftcttte of Orrupunru (situ of Atlantic Ntacll -- 1oriba Department of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 13908 Group w.frame Type Construction Sf Fire District Atlantic Beach Owner of BuildingPulte Home Cor 8081 Phillips Highwa - — Address TacksoriVil 1:],-1 Builth Address 592 Main Street Locality Atlantic Beach, FL 32233 By: DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE OCT 29 197 11:16 CLAISON 002 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 1, BLOCK 124, EXCEPT THE SOUTHERLY 6 FEET THEREOF, AS SHOWN N MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PIAT BOOK 1e.PAGE 34 OF THE(UMVIT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOIL PULTE NONE CORPORATION KANJD ROVOICE N Olr&W PDR V9f-_0_F-WAY IJWMAINS T PER ABOVE MIMED PLAT, MOM A SHOMN rrM 6 AND RE-ER TO NAM DATUM OF 191!. ,tv O+ t,P/610 A GAY iArjjjj#*At4F C40. ,IrwcM A+owtaea>t s pRMlvlljrAVM✓ IR CEIVED PA+C>'ITcE teAM�•4/ASN MAIN STREET (SO' R/W) ON 2 9 1997 501'22'00"E Cit of Atlantic Beach 64.00' B ilding and Zoning 0 4707) (to'"q IS .WAW i, +-INZj :AT t.oolp � p 1d.0 /04. ..z :Aj AR ssrv.(mms) (W ppp W � W 0 f7"4g.I✓mss 01 a SD Gw- *pros «. V) 2 I o' *a o' (n Aor7o 8 L 0 C K 1 1 2 4 ra 1 (LS A707) � 64.00' S0172'00"E L 0 T 1 LOT 2 8 L 0 C K 1 2 3 FOUNDA110N SURVEY 6-1897, NOTE: FOUND ALL IRONS. LEGEND- MAY ri�Y THAT TIMS SURVEY,PERFoIMIIED UNDER MY 1![ldml a1REmm MEE13 LES THE $TANDAR06 FOR LAND SURVETORS M ACCORDANCE M1IMECHAP16l!101AND FURS" •7-e. r FD.CONCIe[TE MONUMENT CERUFY THAT IMM ARE 100EN9101E�472027."ODA A WCIt THE j"Cf PROMTY O(CEP 9"00L t f2'run p i/2'SET IRON -tE 170a B.R.L. SLKD*O RfS7 WIM LOW FLM W1IF1C M THE IAT SNom ,�,/► A CENTRAL ANGLE ""um IS W FLOOD ZON[ Y AS wow 43 AND TMS R RAMS ON THE PLOW WSMANCE RATE MAP.COMMUNITY t N AVE.. ti. 32707 L ARC LENCTN PANt4 610�120079 OW 0 DATED 4-17-N. CHOW P G POW OF CVRVARMIE SUR�YE�3 P.T. PONT'OF TANGENCY 1�A� 1997. f' P.R.C. POW OF REVERSE A1RVG SCALE: V a. 9L1'_ N. awl-CF-WAY REG131lREO FLORIDA SURVEYOR i MAPPER NO.4457 O.Q V. OFFKSK RECORDS VOLIAC FIELD BOOK W r PAGES if 67 ,per A. NMl JR. —x•—a FT.WOW MI HBe 18 (wTN flFs TO FACE D'FENCEI B FLOODPLAIN DEVELOPMENT INFORMATION Location:: �A Type of Development: e : Flood Zone-.— Required one:Required Lowest Floor Elevation: _ 1 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed development. Date Lt--d S q 7 Applicant's Signature Department Use: Required Lowest Floor Elevation ' As Built Lowest Floor Elevation q. Co 2— Survey Survey Filed with Building Department ,0 -, C - -L_� Building Department Representa 've ` l ci 1ia` 1 K? r� Q Co lz O Iv o w ��l t k, / I' •� / a I r ,� ,� GZ �" Ji / ti �. �rl o 0 � Q r' CITY OF Ae4c.4-49164 d- 4 ^ ✓ Office of Building Official REQUEST FOR INSPECTtfl [late_!" �___'—i � P mfi No. _----- i ince A.fv` i Received PM. Job t)dcttes'� � � r0 Locality Owner's Name f ---- Contractor "�UILDINC� CONCRETE L ECTRtCAL, PLtlMBIN.O"' MECHANICAL Framing Footing _ Rough,Wiring Rough Air a -t. =- Re Roofing - Slab _ Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place _ Pre Fab READY FOR INSPECTION KV. Mon. Tues vved:—j Thurs. Friday-- PM. r A.M. ir:spccticr. Made b� Certificate of Occ ant ; Cate — CITY OF �t�fc�sr �e�f�-�f cvtic�a Office of Building Official REQUEST FOR INSPECTION } / Date �i �� -71 Permit No. ?ime A.M. Received P.M' , Job Address —T =Loca ty owner's i ✓ f Name L Zt, Contractor BUILDING CONCRETE`G CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra`rrrn Footing – Rough Wiring Rough = Air Cond. & Re Roofing – Slab -- Temp Pole - Top Out Heating Insulation ` Lintel _ Final Sewer =_ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues (� Wed; Thurs. Friday P.M lnspacfion Made C © ' R Fiaaf-hrsm'-torcru-pancy,'-�� Certificate of N Crate FLOODPLAIN DEVELOPMENT INFORMATION Location:: 5 0?/ mat,V- Type of Development: 4 e : Flood Zone-.— Required one:Required Lowest Floor Elevation: � If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation '2 Survey Filed with Building Department —L '�"' L- Building epartment Represen ative 1 G L i zG I � LL I I I:z r .. .-.? v...,.n... ... rg..... .,�. }+«.s..: ..... ....,s .:w.:t..-'^. py. .... ...e e.x .dr, ..:,.. i ...r.._... .... R ..t .. .s+.... .. .. •w. ,.. .. .was �..+...w+..ww rtx.e• r .......Avw�lrx.vvwv.+..v...vr.. ..w. AMOLA =1AZG iLtGvL L i I I I 1-19 1 NIVY I I �. ! .�, ..._ ,9 i Z GG-K� OG I ELI .} II Z/ Z C� � � r y ;1 CITY OF ATLANTIC BEACH � '4` ' .r TREE REMOVAL APPLICATION �. )� � CIL + All anclicatign*must be received by 5 P.M, on the MQNDAY ori Xio thk p4he ufed motino In order to be placed on lbeagendafor consideration. .(iiICOMPLET�' APPLICATIONS WILL NOT BE PROCESSED. I. Lk FUA- (":c- 33- 7 3t-0 APPLICANT NAME ADDRESS TE HONE -e1C-E 3 2. (31�C- l �- f� (cki c ttc-c,� -'hAaA,..- S` ku-llr ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE'REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL:�l 06,-- A 1,�If A 1A. rl 9�- 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: o� 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 3,5- 7. .S7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) nn . !-T nr i n'? I r4LI r nnr I H7• 1'761 1-1 I Una 1 1 H -11WU I I Tl 1 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six Inches or greater a) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a W h) All existing and new trees proposed to be used for mitigation clearly marked with brackets '[ ]" 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY REQ SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOLBE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: rOCANTS SIGNATURE DATE (97 '7,,rW - ICP ERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE A i r^nn• ntii nn. HT nc 4 n7 1H r^nor^ 1 "7 nhi 171 Una 71H 11uu 1 1 T'1 MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 1 , BLOCK qk , AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01.22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES WITH A 0' DIAMETER OR LARGER, NOTE: THIS IS NOT A BOUNDARY SURVEY. MAIN STREET (50' R/W) S01 022'00"E (LS 4707) 70.00' 8" WATER OAK 18" PALM 8" WATER OAK pe 8" WA 11" LATTER OAK lO W 1D" WATER OAK PRE bP05D W a rJ j0 .5lG Di�/EL /AlG -7,i 5 p o W Lo N CL"' 8" LIVE OAK P Gi7 I �I cV to 0 W 4 p ;o f5 oo DOUBLE LIVE OAK .-- co V) Z • BASE) Z Z21" LIlV!EjO d 13" WATER OAK V) LIs B L •0 C K 1 2 4 S 10" WATER OAK (LS 4707) 7 0.00, S01*22000"E L 0 T 1 L O T 2 B L 0 C K 1 2 3 I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS GEN THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER S1G17-0, r FD. CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472,027, FLORIDA STATUTES), AND FURTHER a 1/2' FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2" SET IRON - LB 1704 6WUMNG RESTRICTION LINE FLOOD CERTIFICATE:THE LOT SHOWN HEREON CLARSON ANO ASSOCIATES, INC. CENTRAL ANGLE IS IN FLOOD ZONE "X" AS SHOWN 1Q43 NALDO AVE., JACKSONWLLE, FL,, 32207 R RADIUS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY L ARC LENGTH CH CHORD PANEL NO, 120075- 0001 0 DATED 4-17-89. p.C, POINT OF CURVATURE SURVEYED APRIL 15 1995. 'a-446P.T. POINT OF TANGENCY 6-k! P.R.C. POINT OF REVERSE CURVE FD. FOUND SCALE: T' = 20' REGISTERED FLORIDA SURVEYOR k MAPPER NO,4487 R/W RIOHT-OF-WAY FIELD 800K 55 PAGES 66 7 o.R,V. OFFICIAL RECORDS VOLUME do 6 JOSE'A. HILL JR. LOCATED TREE MAP SHOWING 8PEOIFIC PURPOSE SURVEY OF LOT 1, BLOPK 12.4, AS SHOWN ON MAP OF SECTION H ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES VATH A 8" DIAMETER OR LARGER. NOTE THIS 'IS NOT A BOUNDARY SURVEY. MAIN STREET (50' R/W) S01 "22'00"E P I (LS 4707) 70•�� tY L(57) b'V I 8,Dn 8" WATER OAK 18" PA d __mow -7.7 8" WATER OAK aQ`\ 8" W)TER-OAK- •�- A' � I 1■iI 11" WATER OAK o Lo W 10" WATER OAK pr?01005Lot D 1•� W N 9 o f$ 4" r � � I c iJG 0 o• LIVE O w o g(s• i (1.2) CV ~ 00 ' ' 0100 oocnOUBLE LIVE OAK F,�� L. 9.200 � (27" BASE) Z 61 I �2r/A 0 i 21" LIVE 113" WATER OAK VPATlb �O B L -0 C K/� 1 2 4 C) 0" WATER OAK! �F�' �a.o) .0 (LS 4707) 70.00' S01 022'00"E PRo rr-cr,EO 7-legs T-'�\1 L 0 T 2 TO AE f?EMOVD I�A� l8" o�4tM q1 2 r, L/o5 OAK 0� Si-Tr /_ L 0 C K 1 2 3 AMEn/DED &)- 2G- 9G ro SNox/ EcL=✓1arioAlS I HIMEBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND: THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 6IG17-6, 0 FD, CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 0 1/2' FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN O I/2' SET IRON - LB 1704 FLOW CERTIFICATE: THE LOT SHOWN HEREON B.R.L. BUILDING RESTRICTION LINE IS IN FLOOD ZONE X. AS SHOWN CLARSON AND ASSOCIATESs INC. G CENTRAL ANGLE 1643 NALDO AVE., JACKSONVILLE, FL., 32207 R RADIUS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY L ARC LENGTH PANEL NO. 120075- 0001 D DATED 4-17-89. CH CHORD P.C. INT OF CURVATURE SURVEYED APRIL 15 1995. �� C.P.R.C. POINT OF REVERSE CURVE SCALE: 1" = 20' FD, FOUND fRE#S) REGISTERED FLORIDA SURVEYOR do MAPPER NO.4487 R/W RIOHT—OF—WAY FIELD BOOK 555 PAGES 66 do 67( O.R.V. OFFICIAL RECORDS VOLUME 5&7 0, 14 IC. /at F✓_ ) JOSE A. HILL JR. [;7 LOCATED TREE APR - 17 - 97 —r " u 15 C47 0 P _ 02! MA hh �7�1 II.h$., 1 3,'y�'• �`LAN ' C�� 12 OL AS A90MDE0 IN PLAT BOOK PAOM . = 1 I �� ' Dt. I:'cVREIV' ULIC 'RECQRCS •kr�N�t COUNTY, FLORIDA. @fAR1NQ tdOEk ;6fr IN : SHD s'CN,I;RICIir� UhE HERE01WAgrfE..A ,.. WN.`.OFt IWE ABgVE"IGIt.ONES PLAT. Y ED R EEI ppR z 9 1997 city of Atlantic Beach — ►_ zoning Building and � ng I11IAW STREET (50' R/W) siol, 2 Old (L$ 4707) r .M M �1 a 40 21 Ln w �F, Ic w N 00 4m a 114 4W +ccs e a PLAN 11.3:3 0 M+ ,. c.C� 0 t7► � o O v� w �V.- •y. �c. N, \ a L T I -� « M .y•, (1.5 4707) � F&4- ?f +` � (LH 1049) SO4'22000"E L 0 T i L O T 2 9 L 0 C K 1 2 3 1.�0 'ibA : 7HE LOT: HEA-00 I5 Ik FLOOD PREPARED 6Y: Tdfr� -y. J1S SM'bWO ON TI E,F�.Otlb lk-SU:WANCE RATir -MAP; CO,40,61 P'ANE'L` a:.2 7►. ;...,; :Off? DOto V1*7 '99• CLARSON AND ASSOCIATES, INC. 199?r PROFESSIONAL LAND SURVEYOR'S DA'T'E; 9 -1 -"�-,------�--- ' 1643 Nnt,pO AVENUE SCALE: 1 + «�+'� JACXSONvfLLE, FLORIDA, 32207 Of G� " e Qf �p� �pt�1 p\fikc S� vovk�N Vaal, Perrnt No �} bocaCrty ` cj ECN j Gond'& —. \tura ad Dontractor \3Mg\N�' N n9 ce eatk Job address /� R��GtR\GPt- L10 0\3k Fab PN j� oU9h 14Uin9 C, ave ownar s GONGR�� C Sema po\e N priday Fo Ftn R 1r1Sp�Gt\© Shurs Nana � o{�n9 \VANS Stab R Qy Fa Bra RpoCnO v Vntet R P toad pts t\n5Pa0twn cuPa � tnsu\anon � FGe titfrcate°t or, Zuas' Date M°n Wad" \nsPact on M -77 -7 2 r \nsPectO -� c j OF >yjmss ' Oiticiat s�1 13L,iidin3 r� OWCC 01 •,ate_---� P-4. --_ MECNp�1tCAL — — -PLUMBING Air Gond. & Omrners — ELECTRICAL Rough beating G i lame OTICRETE. �ougb Wiring = Top Out -r. Fireplace C f Pole - sewer J Pre Fab BUILDING Fooling Temp _ cram+n9 slab Final Lintel 1�SPEC Tlot' Friday �� Re Roo"ting REAq�f FOR nsulation Thurs- Wed- " A.N. Tues- - Certificate of O ccupanoy _ inspection ivlade — _5�-- -- - Oate _ srsp=actor__ � - � f r CITY OF 4&4n&- BeccA-Ilam Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received Job Address- �>'Locality { Owner's , p Name BUILDING CONCRETE f y ELECTRICAL PLUMBING MECHANICAL Framing _ Footing -n--•—,_-Fleugt+-Wiring Rough Air Cond. & Re Rooting Slab Ci Temp Pole >-15—�op Out _ Heating Insulation = Lintel 0 Final `Sewer D Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. We Thurs. Friday / 9 A.M. Inspection M Ad ��1 — / P.M. Inspector f Final Inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING rn AND ADDRESS: P. 0. BOX 14663 TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO: f TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS l DISHWASHERS 'URINALS _DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:� � __- s $3.50 + $15.00 m $ -- = -------------------------------------------------------- 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 P aeai tag pSPARTMIKNT OF SUII.DINa CITY OF ATLANTIC BEACH { PERMI INFORMATION ,I N LOCATION INFORMATION FePerry : 38 Addes * 592 MAIN �STREET t N Iwr OR I' AATL NTICEEAC , IT EIL IN 32233 cxI i s #t t A NUN -------- S AL "D 45CR I PT LON TY0e 'N . �tOD E ARE �E 1 o c k 12-4 Lot '1 � Twp` . e 1, :Sllwi al," "A1 ZLY Section., + ubd'c -34 f ae, -1 Z r div ion SECT, N I St 'eta l u Total IN TY 101 * 2 . I,C31I M *,,, _ AP PL I OAT I ON FEES _ m f N 0', 1ON PERMIT 9 00 A dx'* 1;' ICNNAY 4 s WATER I � FEE � 0' t CNIDA 32 � I � � �� i RADON 'GAS 139 E 'AfiI � C .07 UIt �"OEk�C A ,0 , , � w `.,. :APITA 1 iE NC E: 3 ? 1 S H I CHt�AY SMITE 2 4 " SEG ERTP.F . t3 P'i EIDA 3225f, CIBC C ONNECT ON Exr, SEC H IMPACT EE31 ff P5 E SHAROI /ATI NOTES, This porait, JA* Adderxdu a to Poxmi.t No. 13711 - new sgJt. -* 1385 fro* 109I ; sciage from r 253 to 491 carport " � %0 to 26 and patio frais 8q► to ltd sq fit. 'I'hi# Pormit covers ara�ly iszcrnsed dell arauits to co>sply Frith"iracrsas+ d square foatde. G NOTIGaE --"lt1.LCGIRM— FOOT190S MUST BE IN$PEC? D ILII FQR$i�OURING " . PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUtLMNQ MATEOIAt ,RUE3BISH.AND 0.EBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE E , ? LEAREb LkP AN b-HAULED AWA- $Y ITHER"CQNTRACTOR OR OWNER �` f �FA)L.t R TO COMPLY WITH THE MECHANICS" LIEN LAW;.,CAi"� :�SULT IN 'hIE PRO ERTY t?� ISS'P�IYING T1 VMe FC R SUILDING �UPROV MENTSi, y s�aED ACCOR FINQr TOARPIIYED=PLANS WHICH.ARE PART C'F THISPERMIT AND SUBJECT T }RELOCATION Ff ,. IATlON QF 14 +P :ICA)ILE.PtClf'Ipl+iS OF'LAW. fil~RYi 1 'ATLANTIC BEACH SUILDING DEPARTMENT ^' , DATE: _ � P/- 9-7 _ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: Q=om`----------------------- -- - --------- ------ -- vg/ / -- --- -� ------ ------------------------------------------------- Enclosed are the blue copies of the permits. aS- CERELYII,/ BUILDI G INSPECTION DIVISION cc:FILE < {p' ;;3 DEPARTM MY OF.SUILDINO CITY OFATLAN11C.BEAOH � N' t �AT;IG LOC - 2 T CS INFORMATION P " P `rS _ Address: ' '" 592MAID STREET, P s t • + :PLUMBING C . ATL"ANTIC" BEACH + c c z l EW �._ LEGAL DESCRIPTION. :`,cil ass ��..�•_� � ,�.� r str . Type WOOD, FRAM, N91 ock< 124 Lo Tzap I�r pot1 13 :SI C3LE"'PAlr+!°ILY Stkction + rtbd'»34 Rn ' Est ., " 1a e: tJ wt?€ Co tAmount- r 7 " gas j x ON APPLICATION FELLS' erne TION PERMIT 5 C?D Ad4 L ORIDA 32 -ph w A RMATI . m : Doi" F ., PL "T�G � �n�� x NO BLVD s ACKSONFLA y 32210 `tic. CF QExP f 4 zti . r: 1 ti .L� ,sa. ,.Nr. z, m s:•.awz«�wmre. ..,mrn w•- ace .uww , a a f 6 P- N€)TIC ALL CONCRETE FORMS ANp FOOTINGS MUST,BE 1NaPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE _ SUI a}ING MATERIAL,RU6134SH ANS 6EBRIS-FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE I 4 UP AND HAULED AW4Y YY EITHER CONTRACTOR OR OWNER '`FALUREi T© C©M'PL.Y W1TN THE" MECHANlGS' L, EN t. k1 1 i SULT 1 +1 THE PROPERTY a PAYING Tw cE OBU Lo1N V ME, TS-1'1 ;II;3SUED ACCOROING TOAPP PLANS WHICH ARE FART OF THIS PERMITAND SUBJECT TQ REVOCATION FGR VIOLATION OF APPLICABLE P1dVIS1O(VS OF LAW. <� A LANTtC BEACH BUILDING DEPARTIAENT ,, '� f«> p,T LANr/C 4 � ORIDP i OF 4A '$'W,, fflN a , JOB AOORESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted e-) F_ SL edt',c�ra S $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- Pw ING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG PULTE .JACKSONVILLE -�-� JOHN CREEK HUBZ(101p�,•1:12•':1i HON 1.1:56 FAX 904 i 33 77-3.3 ItE'l :)RD AND RETLIUN TO: RTIC TITLE CORPORATION ;aoa i<1AL1 szxE1 T 2 1 Bks a7�2 NEly PORT RICHEk,FL 340,52 Pg: ME NO. 97.00535 � Docfi 97104337 r- Filed & Re.corded 'Tax Folio No. % y,'/ � C5t13197 02:4506 F..h. 137// i=rrY W. Coar DUVP T , COURT NOTICE FCCAMNCENIENT CIRCUIT L REC. State of Florida County of Duval 0 THE UNDERSIGNED, hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: I. TLe legal descripton of the real property to be improved: LO" 1, BLOCK 124, SECTION "H" ATLANTIC BEACH, ACCORDING TO THE PLAT 1HHRE0F AS RECORDED IN PKAT BOOK 1$, PAGE 34, OF THE PUBLIC RECORM OF DUBA.L COUNTY, FLORIDA. i' 2. A geneval description of the improvement to be commenced: A :3LNGLE.F AM.Q.Y D",T l,ING 3. Owner information: Pulte Rome Corporation 80111 Philips Highway, Suite 14 Jacksonville, Florida 32256 4. Cuitracton PuAe Home Corporation W4 Philips fthway, Suite 14 Jacksonville, Florida 32256 5. Surety; N!E► Amount of Bond: $-0- 6. Lender information- N/A tr 7. Pen;ons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: (name and address) S. In addition to(honer above stated, Owner designates the below to receive a copy of the L.ienor's Notice as provided in Section 713,13(1)(b), Florida Statutes: 9. Expiration date of the Notice of Commencement(the expiration date is one (1)year from tl;a date of recording unless a different date is specified) Expiration Pulte Home Corporatiou BY., gander Employ e & A,ttorney In Fact (Owner) The foregoing instrument was acknowledged before me on May 9, 1997, by Randy S. Staub - Eftiplvyzz and Attorney in Fact for Pulte Home Corpor ition, a Michigun Corporation, who is personally known to me or bo has produced a as identification. - ---- ----- -- - rr TARS' PUBLIC. J-- SHIRLENE M. KULE'SKI My Commission Expires: PREPAILM Bl': SHIRLENE D4.KULF:SKI ()RFI IALNOTARY SEAL FIRST XvIERICAN TITLE INSURANCE COMPANY Sf-IIRLENE M KULESKI 8081 PHILIPS HIGHWAY,SUITE 18NCXfARY pUBJ IC STATE OF FLIDLIDA .IACKS01'4VILL.E,FL 32256 (:0,MjN155104 NO,CC55IN399 FILE NO 134295 Lly cgMN ISSi0 FXf'.NC)V.12,,�I�9 �.a _. - - - I Z4 i y DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH' i PE I T INFORMATION ----. _ - - LOC AT I ON I nP"ORMATI Gly tmt PI +�r: 14074 Adatrl� c 532 MAIN TREET IP Orta t Targe'O C ANICAI, QRID ATLANTIC F'�IC BEACHF� A, 322 3 � f 'Nark.Pt l ------ . �EA�. DBRIP"�SQ� � Cons t r W Type:WOOD FRAME B 1 rick:12 irwV p Proposed, Use*SINGLE ,VAMIL'T Be�t�r�r�� CI Subd=34 Rng; €3 I x� 1 sukdivisi`c+n SECT Qi�I ;H Est . Value. 0.00 Tcataal F .. M47.00 Amtsu at I, 47 .0 Date4 97 W,,, rk XENTRAb SEAT ANTI AIR, _. ON � � �, � � � �� . AP�LIC�IT�OM I�I�EEI TION, T 47 .00 M 1 4 :!��ORIDA 3-22 _. C' �T ----� NSA NC AN . �. � Ct�ND. ' A I NG & A;!, r*_4850c0" S-,R 3. ..,,,. OFttCE F'LORIA .32113 r IScCA �09Exp: d « - 4Y�r "m�Sty;�'+; tS, ""tt,.v.k::. , i r ,a'�.tik� ,e. •ura,a"", � �.: I�O�S• i i NOTICE—ALL CONCAETi FOAMS AND FOOTINGS MUST BI.IN$pECTEO iltE t?RE pOURINt3 w PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i i 84 LDING MAT,ERIAL,'RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACEd i1V PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EdTHER CONTRACTOR OR OWNER 1 may. c�#AI1.�U.RUATCYOO d MPIY W. T# THE MECHANIC i LIEN LJ W CAN RESULT IIN "I PRt WN f PAYING TWICE FOR O�JII..pI�il�r IiIAPR�1l ENT ► tI�ED ACCORDING TO API ROVED # 'WHICH ARE PART OF THIS,P.I RMIT A SUBJECT TO REVOCATION FOR � ON I �ATIO I:CI<f APPLICABLE PR0VISIONS QF LAW, 'e TM4 AT �rIC BEACH BUILDING QEPARTMENT � .,• BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, 'FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: fween And BUILDING Sub•divi:ion i c II. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical C G o w a n ' S Heating & Air— Contractors Contractor (Print) Cond. Inc. Master CACO-18970 Name ofM—4 8 �/ Property Owner it, ! . _ Signature of Owner Signature of or Authorized Agent Architect or Engineer 1111. GENERAL INFORMATION A. Typo of Mating fool. B. IS OTHER CONSTRUCTION BEING DONE ON II ) ElecNic THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ,' ,�/� "— / 90 Q 0 Other — Specify IV. MECHANICAL EQUI►MINT TO 1E INSTALLED NATURE OF WORK e (Provide complete list of components on back of this form) Residential or ❑ + Commercial Haat 13Space 13 Recess" Confal O Noor New Building 1 V Air Conddioning: E3 Room (Control � / Existing Building t Duct System: Materia / ThickMU_z_ �,.,— ❑ Replacement of existing system Maximum capacity �dl�J CAM. Q�"_ ew Installation(No system previously Installed) ❑ Refrigeration ElExtension or add-on to existing system Q Cooling tower: Capacity 9—pin ❑ Other — Specify. ❑ Fins sprinklers: Number of heads_ ❑ Elevator ❑ Monliff ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q .Gasoline pump (number) (beah�sl) * Took (number) Remarks Q LPG confeiners (number) O Unfired pressure resew a Iepoh Pormil Approved by Date Q Other — Specify Permit F.. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Cspad. Number Units Description Model Number Manufacturer (TOM)y w� 1� D HEATING - FURNACES, BOILERS, FIREPLACES Nunsber Vaits Deacriptlon Modal Number Manufacturer TANKS How Many NOWU9 Capacity 7y" I+1WW Name of Serial Approvin` and Dlmaeuboa Contained ll[anufaotmerr No. r �(zq ff- CITY OF ATLANTIC BEACH, FLORIDA Approval by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: y 19 q r IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLAJNTIC BEACH ORDINA49 ES. munson and 11, 11 kic Co. "�LRE ' � EC-0001713 .1493 NATU ELECTRICAL FIRM: A E I ,�y� JOURblEXMIAN NAME 9tk `�tJ(1�e5ADDRESS: � � „J�vz -' RFD BOX BLDG.SIZE BETWEEN: RES.N APT. ( 1 COMM. ( ) PUBLIC 1 1 INDUS. 1 1 NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ( 1 SIGNS ( ! SQ. FT. SERVICE: NEW 04 INCREASE ( ! REPAIR ( 1 FEE CONDUCTOR SIZE "1 AMPS COPPER ALUM. I / SWI CH ggcB E KER /_50 -..AMPS PH W VOLT. !✓ RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPB, J 1.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&_M.V. FIXED 0.100 AMP6. I OYCR APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS _AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: VNDER 600 V. OVER 600 V. NO. I KVA I N0. IKVA NO. NEON TRANSF. NO. VA. MA. I I MOTOR SIZE I SWITCH FLASHER EACH SIGN I I FORWARDED S TOTAL FEES k1l,ml �t CITY OF ATLANTIC BEACH, FLORIDA [-Approved by APPLICATION FOR ELECTRICAL PERMIT � 59 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 5 - 7 19. 1 IMP013TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. P Munson ano Bryan Electric Co. EC-0001713 ELECTRICAL FIRM: MALEGjj3I N SIGNATURE Q.�- NAME Pu i* I-�O aes (,uD. ADDRESS: M6U4US_y` RFD BOX BLDG.SIZE I �� BETWEEN: r'0 4- �-'"" RES. I ) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. 1 1 ADDITION ( ) TRAILER i ) TEMP. I ) SIGNS I ) SQ. FT. SERVICE: NEW (• ) INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS C) COPPER �ALUM. SWITCH O E K 5U M I PH 3 W la9V LT 1'��RACEWAY- EXIST. E YEXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.JO AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS. 1 OVER APPLIANCES I I BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO I KVA N0. IKVA NO. NEON TRANSF. NO. VA. I MA. I I MOTOR SIZE I SWITCH I FLASHER _ EACH SIGN FORWARDED s TOTAL FEES ' ol ^71 DEPARTMENT OF BUILDING CITY OF ATLANTIC StACH �.. PERMIT INFORMATION � �-� �`�� 'LOCAT`ION " N {3RM�tT�C3N ,. I �P tn; .t Nurhbar;� l 711 � Address: � ":"�;�N 8TRE � ermi t TYPO I BUILT IN' ATL►.ANTIC."BEAM. FLORIDA'-322:33 Ctaso of Mci k:NW, L OAL`DES"CRIPTTCN U +e� SIfit'C3t�E E°AM LY "ctia � o Et.bd*. 34, Dwel i� l Subdivision:, H tA poor Cc � "; " .iltt Tstl: �.. . ' 450. 94 Amczu� 5#3. .r HOME PER PLANS H 9F 109T 4 IC3N - _4-. -4 .: � . ..�. AP�LiG TION FEES N I PO"TIC�NPERMIT 375, .. Iq �a t WATZR ,M TE / * .. ` RADON ,A$-H. .E,. RADON" CAS 0 B "Q '� I�..vu e . .. CAP TAV-' 14PRO '1. b { 2 0. l* AY SUITE 14 SL*ZR TAP �;0'.40" � # PWRTDA .32256 CROS Com "N&TiO � .�� 35 f_ fl " Eap. 1 d SEC B IMBA ' y / t gyp! 1 —CONS, p�' R'Wyy- �i yi" a.a...w, :'• i4i SCHARG 140T#lP"E,, 'ALL�S�N�:RETEF��r.J4�1�t �x BLJNC; MAT �4T I;RIAL,Rt1B81�aW AND �EE,It � u CLREI�U1 AWE7 HAULEtI PeVWAY BY tr1.1HER.G: fAll.URE rt CQII P � SULT IN A4CCQ Rt�1fiIC TCS AF i WD,PLAN^s WHICHARS PART C>F Tti{ a, # lSFt2AhPLfCi BL �PFIINE!t31=LAW. `' CT ( �. . '60" tit a # II#Y. Teal'Pa'- A. L- TIC BEACH BJjtLDbt'Q ISA 1 "twT . .# i. a CITY 4F RECEIVED e App z v 1991 9M SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 12131-5415 PRO PERT3itpat(V trrjr0Wnch TELEPHONE("0 247-sago Building and Oning FAX(%4)z7-5W Lot # _�_, Block # Section # subdivision :-441 Street Name lh DESCRIPTION OF ROM or Address : y�►�U S `F' 'l If in a FLOOD HAZARD Flood Zone :-Larea complete page 3 . Brief. escription_L n, Class of ork:Rkg&gL 1 Addition ZONING INFORAiATION Type of Co struction: C111 om` L`� Q� Zoning Proposed rr District : Use : � Estimated Value $ Exceptions or Variances Materials - ,,4 pf AA �t� � ,�► T & Granted: Solid or Fille Ground: Roof : h1►v� �-e S Method of Heating: a ,� OWNER INFORMATION Property Owner : Phone �1 3 � " -73 n Mailing n `' Address �v �' ` Qu 9 — Zip : .30 S D CONTRACTOR INFORMATION f Contractor { k .�- 1D�C. 9ti-�� " nhone: �� ` _72 LO Mailing Address : Zip: T Expiration p, License Number : C C L5rZYC) l Date: 31 ' t I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KtiGw THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEFEI-; OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES . REGULATIONS , ORDINANCES , OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING C7- CONSTRUCTION cCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATr. HAVE BEEN OR SHALL BE PRO IDED AS REQUIRED. Owner Signature_ Date_ ` Date Lk Contractor Signature 1, jj//� //CITY OF / I-`�.�a w- 4&n4c BwcA-A;& ' � Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. / " �2- - Job Addresss',J Locality Owner's I 'r ✓ .' . Name Contractor BUILDING ELECTRICAL NC ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring - Rough ❑ Air Cond. & El Re Roofing _. Slab Temp Pole ❑ Top Out _ Heating Insulation Lintel Final ❑ Sewer _ Fire Place ❑ Pre Fab READY FOR INSPECTION on. Tues. Wed. Thurs. Friday — A.M. / Inspection Made Inspector - Final Inspection ❑ Certificate of Occupancy Date _— CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EAC$ WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) / Z' 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) LAUNDRY TRAY (2) / LAVATORY (1) COMBINATION SINK AND TRAY (3) ! WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SIMC (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) InusHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ( ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) © LAVATORY, SURGEONS (2) JACUZZI (2) _URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS —e $20.00 EACH $ Co JOB INFORMATION 13711 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -------- Permit Number : 13711 Address : 592 MAIN STREET Permit Type:BUILDING ATLANTIC BEACH , FLORIDA 32233 Class of Work:NEW --------- LEGAL DESCRIPTION ---------- Constr . Type:W00D FRAME Block: 124 Lot : l Twp: 0 Proposed Use: SINGLE FAMILY Section: 0 Subd: 34 Rng: 0 Dwellings: 1 Subdivision: SECTION H Est . Value: 0 .00 Improv . Cost : 47 , 547 .00 Total Fees: 3 , 450 . 94 Amount Paid: 3 , 450 . 94 DatePaid: or es : - HSF 1094 -------- OWNER INFORMATION --------- -------- APPLICATION FEES ---------- Name: PULTE HOME CORPORATION PERMIT 375 .00 Addr: 8081 PHILLIPS HIGHWAY #14 WATER IMPACT FEE 410 .00 JACKSONVILLE', FLORIDA 32256 SEWER IMPACT FEE 1 ,250.00 Phone ( 904)733-7300WATER METER/TAP 85 .00 RADON GAS-H.R. S. 5 . 19 ------ CONTRACTOR INFORMATION ------ RADON CAB 5% 0 . 28 Name: PULTE HOME CORPORATION CAPITAL IMPROVE. 325.00 Addr : 8081 PHILLIPS HIGHWAY SUITE 14 SEWER TAP 0 .00 JACKSONVILLE, FLORIDA 32256 CROSS CONNECTION 35 .00 Lic: CGCO57891 Exp: / / SEC H IMPACT FEE 960 .00 Type: l CONST. SURCHARGE 4. 91 SCHARGE/ATL .BCH. 0 . 56 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PEF9IR"+AiYD SUBJECT TO RERAA 'ID FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 47 ATLANTIC BEACH BUILDING DEPARTMENT �ltY ot ptlan�� I+ity of Atlantic Bch.' By: JOB COPY H1K r LUW lltJl l]fNJ, I Nk- r ax*-yU4-f61-1446 Hpr 15 j 16:22 r.U2 Department of Community Affairs SN: 5406 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUC'T'ION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: PLAN: 1233--3 (3 BRM. BUILDER: PULTE HOME, CORP. AND ADPRESSy ATLANTIC BEACH W. PERMITTING CLIMATE h'04,,., Sf OFFICE: ZONE: 11_1 21_1 31_1 OWNER: () /_ P PERMIT NO. JURISDICTION NO. CK l� 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 . 1385 . 00 6 . Predominant eave overhang ( ft . ) 6 . 1 . 33 7 . Porch overhang length ( ft. ) 7 . 6 . 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass Sa. O . Osgft 165 . 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 , 179 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 1 . Concrete ( Insulation R-value) 10a--1 R- 4. 20, 919 . 00sgft a. Adjacent : 2 . Wood Frame ( Insulation R-value) 10a-2 R=11 . 00, 310. 00sgft 11 -Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a.R=19 . 00 , 40 .00sgft a. Under attic (Insulation R--value) 11a.R=30 .00 , 1405 . 00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 uncond 13 .Cooling system 13. Type: Central A/C EER: 11 .00 14 .Heating System: 14. Type: Heat Pump HSPF: 7 . 60 15 .Hot water system: 15 . Type: Electric EF: 0 . 93 16.Hot Water Credits: (HR-Meat Recovery, 16. DHP--Dedicated Heat Pump) 17 . Infiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points ) 19 . 97 . 54 a. Total As_Built points 19a. 26396 . 43 b. Total Base points 19b. 27061 .89 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: Old- Jy 3 9�2 553. 908 F. S _ I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: - BUILDING OFFICIAL: DATE: 02 S DATE: S - 7 Him rLUW DLU0110o iNL. rd/,-'yU4-(0i-Z440 Hpr 2z) j( io:12 r.UID INFXLTRATION AEDUCTIOW PUnCTICE COMPLIRNCE CHECKLIST COMPONENTS SECTION REQUIREMRNTS FOR EACH PRACTICIii.: CHECK PRACTICE 01 606A COMPLY WITH ALL INFILTRATION PRESCRIPTIVE& --------------------2 ...`.,......•..,...f .............. .....'.,..•..............,.....`>;.....•,......... Windows 606. 1 MMKiMUM of 0.24 CFM por linear 'foot of operable magh crack Cince ludes sliding glass door si . ------------------------------------------------------------ Exterior M 606. 1 riaximum of 0. 5 CFM per sq. ft. of door- areal sol•i(:i Adjacent Doors core, wood or glass door% only. ---------------------V........L.................................n................. Rmtorior joints 606. 1 To 'be caulked, gasketed , weather-stnipped or other. Et Cracks wise sealmd. ------------------------------------------------------------------------- PRACTICE N2 106- 1. COMPLY WITH PRACTICE H1 RMV THE FOLLOWING: 1—1---.—------------------ ---------------------------------------- Emterlor Walls 606- t �Yoppjatw ponetrations sealpd. Infiltration babrier Floors iA*talled, 601e Plate/floor ' joint caulked or sealed. ------------------------------------------- Exterior Walls 606. 1 ' Penetrations, joints and Cracks an interior surface cailingin caqlked, sealed pr gamketad,. --------------------------------------------------------- DuctWorlq: 606. 1 Ductwork in unconditioned spacm must be sealed. ----------------------------------------------------------------------- Fireplacos 606. 2 Eju ipped with outside combustion air, doors and flvp dampers., ------------------------------------------------------------------------------ u Emhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1. R. 2. ------------------------------------------------------------------------ Combustion 606.4 Combustion space and water heating systems provivei:i Heating with Outvide combustion air, excapt direct vent ------------ ------------------------------------------------------- DTHRR PRESSIPTTUE MEASURES imumt be met or,... r exceeded by all residences. ) --------------------------------------------------------- Water Heaters 612. 1 Comply with e4ficlancy requirements in Table 6-11. Switch or clearly marked circuit ,breaker (electric) or cuto4f (gav) must be provided. Emfor nal or built in heat trap required., ............................................................................................ ............................ Swimming Pools 6131. L Spas and heated Pools must have covers (except sats iar- I Spas heatedO . Wan-commercial 'pools, must have a puMp timer. Gas spa tr pool heaters must have a minimum theemal e4ficioncy of 70 percent., -------------------- ....... ..............'..,.,._....................................................................................................................... Shower Hands 612. 1 Water 426w must be restricted to no more than 3 gal Ions per minute at 80 PSIG. -------------------------------------------------------------------------------- Air Distribution. 610. 1 All ducts, fittings, mechanical equipment and plenurt, Systems chambers shall bw medhanically attached, sealvd, inz i-Alatod and installed in accordance with the criteria of SOCtion 61% Docts in unconditioned attics must be Insulated to a minimum of R-6. Air handlers shall. not be installed i" attics unless in mechanical closet. __.....�..............----------- --------------------------------------------------------- HVAC PootVals 607. 1 Separate readily accessible mmn"al or automatic thermostat far each system. ............. --------------------------------------------------------------- Insulation 604. 2 Ceilings minimum R-17. Common Walls Frame R-11 or . 602. 1 CBS R"M both sides. Common ceiling +16mrs R-11. ............ .............I............................... .. ......................... -1...................... ..... nim rLUW LL01Q1YJp im_ rcix•yV4-fJ1-L44J Hpr LJ -'yf 1J-LJ r.U4 SUMMER CALCULATIONS _-= BASE =__ AS-BUILT GLASS- ------ - - ORIEN AREA xBSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS --------------- --- N 23 . 00 65 . 8 1513 . 4 DBL CLR N 23 . 0 38 . 3 . 89 786 . 0 E 82. 00 65 . 8 5395 . 6 DBL CLR E 40 . 0 79 . 7 .93 2948.9 DBL CLR E 38. 0 79 . 7 . 89 2705 . 5 DBL CLR E 4. 0 79 . 7 .82 261 . 4 S 32 . 00 65 . 8 2105 . 6 DBL CLR S 32 . 0 66 . 2 .82 1737 . 1 W 28 . 00 65 . 8 1842 . 4 DBL CLR W 5 . 0 79 . 7 . 37 146. 9 DBL CLR W 23 . 0 79 . 7 . 89 1637 . 6 -------------------------------- ----------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS -----------------------------------------------T ------ 15 1 , 385 . 00 165 . 00 1 . 259 10, 857 . 00 13, 669 .95 I 10, 223. 37 NON GLASS--- --------- AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS WALLS---------------- Ext ---------- -----mExt 919 . 0 . 9 827 . 1 Ext NormWtBlock In 4 . 2 919 . 0 1 . 12 1029 .3 Adj 310 . 0 . 7 217 . 0 Adj Wood Frame 11 . 0 310 . 0 . 70 217 . 0 DOORS---------------- Ext 20 . 0 6 . 1 122 . 0 Ext Insulated 20. 0 4. 10 82 .0 Adj 18 . 0 2 . 4 43 . 2 Adj Insulated 18 . 0 1 . 60 28 .8 CEILINGS--------- ---- UA 1385 . 0 . 6 831 . 0 Under Attic 30 . 0 1055 . 0 . 60 633 . 0 Under Attic 30. 0 350 . 0 . 60 210. 0 Under Attic 19 . 0 40 . 0 1 . 10 44. 0 FLOORS--------------- Slb 179 . 0 --37 . 0 -6623 . 0 Slab-on-Grade . 0 179 . 0 -41 . 20 -7374.8 INFILTRATION-------- 1385 . 0 8 . 0 11080 . 0 Practice ##2 1385 . 0 8 . 00 11080. 0 TOTAL SUMMER POINTS 20 167 . 25 16, 172. 65 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS -----------------------,--------- - - 20, 167 . 25 . 37 7 , 461 . 88 1 16, 172 . 65 1 . 00 1 . 070 . 310 1 .000 5, 364. 47 H1K f LUW Vt6i0hbp il*_ FcdX:yU4--(01-2440 Hpr LD j( 10;24 r.UD **�****�c�rkt;�c�c�c*'7k�* t�cic�tttkvF�*9s�c�rk*ick�;��t:��ck**#�ckk** k�k�ykyk�k'�k�k� tick* tdrk�Ir* k*�r�r.*�Ir�t*�c�r�' WINTER CALCULATIONS _-= BASE _-- --= AS-BUILT ;LASS--------- )RIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 23 . 00 -10'. 6 243 . 8 DBL CLR N 23. 0 7 . 3 1 . 16 194. 2 E 82 . 00 -10 . 6 -869 . 2 DBL CLR E 40 . 0 -9 . 2 . 78 -288. 3 DBL CLR E 38. 0 -9 . 2 . 70 -245. 9 DBL CLR E 4 . 0 -9 . 2 . 51 -18 .9 S 32 . 00 -10 . 6 -339 . 2 DBL CLR S 32 . 0 -28 . 4 .91 -826 .0 W 28 . 00 -10 . 6 -296 . 8 DBL CLR W 5 . 0 -9 . 2 -1 .05 48 . 2 DBL CLR W 23. 0 -9. 2 . 70 -148. 8 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASSI GLASS AREA AREA FACTOR POINTS POINTS POINTS 15 1 , 385 . 00 165 . 00 1 . 259 -1 , 749 . 00 -2, 202 . 15 -1 , 285 . 44 4ON GLASS-- ------- AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS -------------------------------------------------- 9ALLS-------------- Ext 919 . 0 2 . 2 2021 . 8 Ext NormWtBlock In 4. 2 919 . 0 6. 34 5826. 5 4dj 310. 0 3 . 6 1116 . 0 Adj Wood Frame 11 . 0 310 . 0 3 . 60 1116 . 0 DOORS------------------ Ext 20. 0 12 . 3 246 . 0 Ext insulated 20 . 0 8. 40 168 . 0 Adj 18. 0 11 . 5 207 . 0 Adj Insulated 18. 0 8 . 00 144. 0 CEILINGS------------- UA 1385 . 0 1 . 2 1662. 0 Under Attic 30 . 0 1055 . 0 1 . 20 1266.0 Under Attic 30.0 350. 0 1 . 20 420 . 0 Under Attic 19 . 0 40 . 0 2 . 00 80 . 0 FLOORS--------------- Slb 179 . 0 8 . 9 1593 . 1 Slab-on-Grade . 0 179 . 0 18. 80 3365 . 2 INFILTRATION--------- 1385 . 0 NFILTRATION----------- 1385 . 0 7 . 4 10249 . 0 Practice #2 1385 . 0 7 . 40 10249 . 0 TOTAL WINTER POINTS 14, 892 . 75 21 , 349 . 22 TOTAL x SYSTEM - HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MOLT POINTS COMPON RATIO MOLT MOLT MOLT POINTS 14, 892 . 75 . 55 8, 191 . 01 21 , 349 . 22 1 . 00 1 . 070 . 448 1 . 000 10, 233 . 96 HIM r LUW LLJI0lAZ>p iiNu. r dA•7U4-f Ji-L440 hip( LJ 7 t 10•L4 r. Uv WATER HEATING BASE __= I =_= AS-BUILT -------------- TUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL iEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803 . 0 11 , 409 . 00 40 .93 1 . 000 3599 . 3 1 . 00 10, 798 . 00 SUMMARY BASE --M I --= AS-BUILT =-- --------------- '_DOLING BEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL ?DINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS 7461 . 9 8191 . 0 11409 . 0 27, 061 . 89 5364. 5 10234. 0 10798 .0 26, 396. 43 * EPI = 97 . 54 MIN rLUW. uCJl�71VJ� llVl.., raX yV4-(.)1'z44.i L.) 7f I'd- f U1 ENERGY GUIDE 'or detailed information rf the EPI rating number )r for any ITEM listed, Lsk your Builder for EPI= 97 , 5 )CA Form 60OA-93 )r Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------- I 'he 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 iINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear ( -------------X----- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 7 I------------- ----X- 1 R-0 R-7 Wall R-value . . . . . . . . . 5 . 9 I ----------------X- - I R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I %IR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . I 11 . 4 I----X---------------- I 9 . 7 EER 16 . 0 :iEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 6 I---X----------------- I 0 . 78 AFUE 0 . 90 Gas AFUE . . . . . . . . . . . . 0 . 00 I---------------------I 4ATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 .96 Electric EF. . . . . . . . . . . . . . 0 .93 I ------------X-------- I 0 . 54 0. 90 Gas EF. . . . . . . . . . . . . . 0 . 001 ------- ------- 0 , 40 0. 80 Solar EF I----------------------- I DTHER FEATURES . . . . . . . . . . . . . . I certify Lhat these energy saving features required for the Florida Energy Code have been installed in this house . Builder 4ddress : tt Signature:Jf Date. 's- Florida Florida Fnergy Code for Building Construction - „1993 Florida Department of Community Affairs FL-EPL CARD93 fill\ I L—UW UL..LU14. e 11Vl.. f Clh•.:)Ql+ 1.�1 SIN 5211 RIGHT-J SHORT FORM 04-25-97 File name: Job #: 1233-3 Htg Clg For: PULTE HOME CORP_ Outside db 32 94 ATLANTIC BEACH WEST Inside db 70 75 Design TD 38 19 Daily Range - M Inside Humid. - 50 By : Air Flow Designs Grains Water - 49 5615 St . Augustine Road Method Simplified Jacksonville FL 32207 Const. glty Average (904) 398 -5866 Fireplaces 1 HEATING EQUIPMENT COOLING EQUIPMENT Make CARRIER Make CARRIER Model 0. 00 kW Model Type elec Type ashp Efficiency / HSPF 7 , 6 COP/EER/SEER 11 . 0 Heating Input 0 Btuh Sensible Cooling 19880 Btuh Heating Output 0 Btuh Latent Cooling 8520 Btuh Heating Temp Rise 0 Deg F Total Cooling 28400 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0 . 042 CFM/Btuh Clg Air Flow Factor 0 . 074 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 80 ROOM NAME ( SQEFT. I BTUH I BTUH ( CFM I CFM KITCHEN/NOOK -^ -- 248 ^ 8008 4768 336 354 GREAT ROOM 313 7791 4538 327 337 MASTER BEDROOM 263 4032 3331 169 247 MASTER BATH 145 2433 919 102 68 BEDROOM 2/8ATH 2 263 2960 1332 124 99 BEDROOM 3 152 3404 1289 143 96 Entire House d 1384 28629 16177 1200 1200 Ventilation Air 8276 1714 Equip. @ 1 . 00 RSM 17891 Latent Cooling 6733 TOTALS 1384 36905 24623 1200 1200 I I I I GL I PR4k, Lt�LQ, / L L + I - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - ��..�- - ' ' - - - - - - - - - - - - - - - - - - L L ZL boll ,, L GI I I NAIN ' { ' I u7/ I g l r ris I I d' I I ZVI, �I z I 1 1 I I - - - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - --, - = - - - - - - -- - - - - - N -- - - - -r -` r Truss Connections Plan 1233 Pulte Homes Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T7 1340 1620 HETAL 16 ; RTPGA830ts N/A f N/A ; LTT20 j T10 ! 670 I 670 i (2) HCPLULR ! TYPICAL TYPICAL T11 ! 840 ; 1330 1 68 ETAL 16; RTPGA830ts ; HETAL 16 NIA ; N/A ; N/A f N/A ; LTT20 ; N/A 'T12 520 600 440 HETAL 16; (2) HCPLL; HETAL 16 ! N/A ; TYP ; N/A i N/A ; TYP ; N/A I T18 990 j 950 HETAL 16 ; RTPGA830ts N/A N/A ; TPP4 on Post i TYP MASONRY <1365 j <1365 SIMPSON HETAL 16 ALL OTHER'S <510 ! <510 (1) HCPLULR I TYPICAL j TYPICAL Where RTPGA830 is indicated install two(2) SYP studs(Min.)under each bearing point. Toe-nail trusses to Dbl. Pt.with 4- 16d com. Typical: TPP4 at sill and double plate at 32"o.c. (Capacity: 395 plf or 790#uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/8-8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) +4RPR0VED C" Of ATLANTIC BEACH RECEIVED BUILDING OFFICE MAY p v 1997 . APR '� 9 197 t� (` City of Atlantic Beach Building and Zoning Jeffrey K. Hulsberg P.E. (904) 886-2401 48 ' J I 8 4 389411 V CD 7�o O _0 XV; H T10 T11X tt o T121 C O v T13 n DO ----��4----�----- _ v m ----- ------- T20 p T6TP 0 D 2 C 119 T16 ru �+ TJ7C O Co T16 N n �- Tj v 24" 0/C 7 THRU T5 21 27 ' RECEIVCU APR 2 9 1997 City of Atlantic Beach Building and Zoning C :D0 �', m DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: 7 m �. Z Lo Lno JBE PULTE HOME CORP 1233 BRIERHILL A & B BLOCK O D ti Job: 7- 195A 1233 BRIERHILL A & T1 21 -8- HIP H1 7' THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #1 N UPLIFT (LB): 820 820 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Grav 1 ty (-)-Uplift ------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1E 1E 1E UPLIFT WMW I M** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 27510 -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (100)1 HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f---- 7, 7-8" 7, --1 7X6 7X8 T 5 � T 1.5X3 >1.5X3 (*1 cn m m 3X7(A 1) X7(Al) 8'1"2 3X7 4Xb 3X4 21'8" , 7, 7'8" 7. 5A# 5A# Rv=20910 U=820# W=3"8 Rv=2091# U=820# W=3"8 TAG = T56 SEG = 99164 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.3u6 SCALE =0.3188 ALPINE ENGINEERED PROOUCIS. INC TRUSSES REWIRE EXTREME CARE 04/14/97 T C LL 30 .0 PSF REF t X*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN � 1 � TC DL 7.0 PSF DATE 04/14/97 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 OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 1O•O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT.LO. 4 7.O PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS t 0RI10 Q:1 F DR.FAC. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO INE TRUSS ERECTION CONTRACTOR. 13 �INEEPF'. CUNIr -Pr ohne ,.nr HTr3c Jot): 7-1 q BRIE RHILL A & 8 T2 21'8* HIP 9' THIS DN . PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 440 440 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 REOUIREMENTS (+)-Gravity (-)-Uplift ------------------- -------------------------------------- *xx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751! -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315/ -15500(164 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------- ----------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9 k-3 8" ----� 9 - 4X6 4X (R) 12 1.5X3 1.5X3 v v 3X4(Al) X A 34 X4(AS) T X 8'1'2 �--� -21'8" Rv=1117# U=44001 W-3"8 Rv=1117# U=440# W=3"8 TAG as T57 SEG = 99166 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = i TOTAL 1 REV. 17.3u6 SCALE =0.3188 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF 2 **IMPORTANT)()( *I MPORT AN T)(*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� C� DEVIATION FROM tH(5 DESIGN THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN vL11U5 F�1 i� I TC DL 7 .0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE — ` ' O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP — — BC DL 10 -O PSF DRWG A446 GR B EXCEPT AS NOTEO. 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 N ' BC LL O•O PSF JBE 47.0 CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE — STATE OF TOT.LD. `"1 7•O PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q'`` OUR.FAC IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •� F 1 .33 GINEER`',. SrAr TNr 0.1 0 1nr 1-ITnQ .rn7 .�.. � n r vnc to . nr nmm� �r .c•o�.,.....�. ... .-.. _.. ,,.. b' 7- 95A Jg33 BRIERHILL A 6 8 T3 21 -8- COMN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 440 350 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.42 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 ------------------- -------------------------------------- *N* UPLIFT NII* I N*N HANGER *** H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------- ---------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1011.86 LBS. 10'10" -�- 10'10" 4X4 12 1.5X3 1.5X3 Q 5p Q 0 0 v v 3X4(A1) 3X4(A1) T B'1"2 X X4 4" 1 21'8" — -- - -( Rv=1123# U-440# W-3'8 R=1012# U-350# TAG = T58 SEG = 99168 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 3 TOTAL = 3 REV. 17.3u6 SCALE =0.3373 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/97 T C LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND OEVIATION iigw THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H[B-9f BY TPj. $EE TMIS DESIGN �T �S ., TC OL 7•O PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE COw4CTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1O O PSF DRW6 AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ O.O pgF JBE TRUSS ANO UKESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T0T.LD. 47•O PSF D/A LEN. CDNTOAM W/APKICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/911 FOR PROPER P 1! SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIQ Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ';c INE , rnnrTF r T, n' rnk0ll Job: 7- 5A RIERHILL A 6 B T4 1'B" STEP HIPM 7'4" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T2 2x4 SP 01 Dense: 2 Complete Trusses Required BOT CHORD 2x4 SP 02 N :B2 2x6 SP 02 N: WEBS 2x4 SP 03 :W4 2x4 SP 02 N: NAILING SCHEDULE: (0.131x3.0,gMails) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) TOP CHORD: 1 ROW @ 16" o.c. UPLIFT (LB): 480 610 80T CHORD: 1 ROW @ 16" o.c. BRG.LOC (FT): 0.00 21.54 WEBS : 1 ROW @ 4" o.c. TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . IN EACH ROW TO AVOID SPLITTING. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+).Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- _ wx* UPLIFT Itlflt ) NMM HANGER MIT IT PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1740.36 LBS. H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(]Od 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) SPECIAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) -------------------------------------------------- MTT288 - -37860(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) TC - From 74 PLF at -1.33 to 74 PLF at 21.67 MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) BC - From 20 PLF at 0.00 to 20 PLF at 14.38 MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) BC - From 140 PLF at 14.38 to 140 PLF at 21.67 CS150 - -16500(Each) I HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -1.33 to 74 PLF at 21.67 BC - From 20 PLF at 0.00 to 20 PLF at 14.38 BC - From 140 PLF at 14.38 to 140 PLF at 21.67 ---7'4" J — 14'4" -� 12 7X10 4X5 1,5X3 6X6 5 p v 6X8 'v M 3X4(A1) m X14 8'1'2 X4 i. X3 3X3 �-� 21'8" Rv=12710 U=4800 W-3"8 R=17400 U=6100 TAG = T109 SEG = 99335 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY= i PLIES= 2 TOTAL= 2 REV. 17.3u6 SCALE =0. 1892 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF t *IMPORTANT**$HALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND OEVIATIOM Fi>OM TH($DESIGN OR THESE SPECIE(CATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE TM[$DESIGN �LUS �� TC OL 7.O PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•O PSF DRWG ARAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0.0 PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 47.0 CONNECTORS PER MAMINGS 130. 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T O T.L D. 4 7•0 PSF O/A LEN. 21-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/911 FOR PROPER Q' SEAL ON ]HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS °AiO��C 9." DUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CINE.^—•�17, n• . .n , r .nn.r Nn = Ton• NATTn,A nF Tr s rr*'TrA*TnN r.o wwnn •• .,, SPAT TNt; -,Pp RhO�TP Tv(TT- 4f1Pf Job: (7-1195A) 1233 ORIERHILL A & B T5 21 '8" STEP HIPM 9'4" THIS DWG. PREPARED FROM COMPUTER INPUT ILOAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N :82 2x6 SP 02 N: UPLIFT (LB): 480 610 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.54 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/NANGER REQUIREMENTS (0-Gravity (-)-Uplift SPECIALLOADS ---------------------------------------------------------- -------------------------------------------------- NM* UPLIFT MMk I *%* HANGER *wk TC - From 74 PLF at -1.33 to 74 PLF at 21.67 H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#1100 1ply) BC - From 20 PLF at 0.00 to 20 PLF at 14.38 MTS12 - -1000# 1 HUS26 - + 3315# -1550#(1611 1ply) BC - From 140 PLF at 14.38 to 140 PLF at 21.67 MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(!Od 2ply) MTT288 - -3786#(2 Each) (]0001 HHUS48 - + 5180# -2000#(16E1 2ply) MTT288 - -4455#(2 Each) (160H HGUS48 - + 6640# -2199#110a 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) ------ -------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1737.63 LBS. 9'4' 12'4" 4X12 3X5 1.5X3 4 12 5 - CU ].5X3 N 4X12 nj Q Q 10 3X4(A1) rl 8']"2 X]0 1. X3 3X3 1'4' 2]'B" Rv-12730 U-480# W-3"8 R-1738# U-610# TAG = T65 SEG - 99348 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = i TOTAL i REV. 17.3u6 SCALE =0.3373 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF t *IMPORTANT* SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1�1(1Us�1 f ,, TC DL 7 .0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vALPINE CONNELIORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG AAA6 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL D •D PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/2/91) FOR PROPER V <ORIOP' P 1 . 33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS F Q � JOUR.FAC. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EH'.� Job: (7-1195A) 1233 BRIERHI A 6 B T6 11'7"8 MONO GDR THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 2 Complete Trusses Required UPLIFT (LB): 1450 1650 BRG.LOC (FT): 0.00 11.33 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . TOP CHORD 2x4 SP #2 N ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED BOT CHORD 2x6 SP #2 N WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. WEBS 2x4 SP #3 --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-1-Uplift NAILING SCHEDULE: (0.131x3.0_D_Tails) --------------------------------------------------------------- TOP CHORD: 1 ROW @ 16" o.c. *** UPLIFT *** I *** HANGER *** BOT CHORD: 1 ROW @ 3" o.c. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1p1y1 WEBS : 1 ROW @ 4" o.c. MTS12 - -10000 1 HUS26 - + 331541 -1550#(16d 1ply) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) IN EACH ROW TO AVOID SPLITTING. MTT288 - -37860(2 Each) (100)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) SPECIAL-LOADS --------------------------------------------------------------- ------- ------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS TC - From 74 PLF at -1.33 to 74 PLF at 21.67 BC - From 20 PLF at 0.00 to 20 PLF at 14.38 BC - From 140 PLF at 14.38 to 140 PLF at 21.67 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X2 5X6 12 5 p m cn lu 3X5 �' to 4X4(A 1) 7, x X 11'7"8 4X5 10 2# 2 1012N 2 1012# 2 17411 2 17 8# 2'3"8 Rv-3792# U=1450/ W=3"8 Rv=3B15# U=1650* W=3"8 TAGT 103 SEG :0. 357 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY- i PLIES- 2 TOTAL- 2 REV. 17.3u6 SCALE 587 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF (T2 I MPOR T ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR T1ff$E SPECIFICATIONS, DR ANY BRACING. SEE MI13-91 BY TPI. SEE THIS OE$IGN �1(TUS' e TC DL 7 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE 10.0 T PINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 1 0•O PSF DRWG - O AAAB GR B EXCEPT AS NOTED APPLY CONNECTORS t0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITn PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TD T.L D. 47.0 PSF 0/A LEN. 1 1-7-B \\U V CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (.0 pI�P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ..cQ DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'�� , ., cr+nrTplf ,. A�nnln !Db: 7-11 5A BRIERHILL A 6 B T7 7'8" COMN '4"6 HHT W A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 350 WEBS 2x4 SP #3 BRG.LOC (FT): 1.38 6.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 03-10-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(lOd 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#116d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 3'10" — 3'10" ----� 4X4 125 C'7 3X4 X4 m m v v v v m EYI i 3 t1-4-A X4 —4'7'8 X4 1'8" �---1 4 7'8" 1'4` -� 3'10" -3-10- 313) Rv-615/ U-2800 W-3"8 Rv-616# U-3500 W-3"8 TAG = T99 SEG = 99401 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL WT 2 REV. 17.3u6 SCALE =0.4778 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/11/97 TC LL 30 .0 PSF REF t *IMPORTANT**51-ALL NOT BE RESPONSIBLE FOR ANY ARNING IN MANGLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1 • TC OL / •0 PSF DATE 04/11/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` iseALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10•0 PSF DRWG A446 GR 8 EXCEPT AS MOIED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W11H PROPER5606TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0•0 PSF JBE CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T O T.LD• 4 7•0 PSF O/A LEN. CONFORM W/APPLICAOLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O qI0 P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CDPY OF THIS Q DUR Fac. i .33 IN ONLY, AND SHALL N01 DE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, �•• GINEEA`'`�� •, , ` �rTgr^Tnir inn �hnT•n ,..n,- r'f1MN Job: 7-1195A 1233 BRIERHIL A 6 T8 6'1' COMN 3'4"6 HHT W ST THIS WG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRLAYOUT TOP CHORD 2x4 SP 92 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 260 WEBS 2x4 SP #3 BRG.LOC (FT): 1.04 5.83 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMI . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 ------------------- ------------------------------------------ *N* UPLIFT *** 1 *** HANGER *** H5 - -4550(Jacks Only) 1 HUS26 - + 275111 -12060(10d 1p1y) MTS12 - -1000# 1 HUS26 - + 3315/ -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -378611(2 Each) (10d)I HHUS48 - + 5180* -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(100 2ply) MS760 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945006d 300 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f 3'10" z'3" PROVIDE HANGER AT RIGHT END OF TRUSS FOR 459.32 LBS.- - i � 4X4 5 p 1.5X3 1.5X3 Cn rn u� v o � m - v c In rnill r:3 1 9 1 2 m 0 1 5X3 3X3 Rv-427/ U-200# W-3'8 R-459# U=260# TAGT91 SEI = 99177 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL 3 REV. 17.3u6 SCALE =0.4778 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOuIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF )()(IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, EREC11ON AND 11n,�1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIS-91 BY TPI. SEE THIS DESIGNLHL us"EYYi� TC DL 7.0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` 10.0 } ALPINE CONNECIOS ARE MADE OF 200A My. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 1 0•0 PSF DRWG V A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0.0 PSF .IBE IRUSS AND 1AwESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE oP _ TOT.LD. 47.0 PSF !)/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/BTI FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 4�. C O RIO Q � oUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT OE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ` GINEE�',. SPArTART 3.,l (t' nr (`fTMnt Job: 7-i 95A RIERHILL A 6 B T9 5'0"8 COMN GDR w/STUB THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) B07 CHORD 2x6 SP #2 N UPLIFT (LB): 580 600 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 4.79 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS FROM ONE SIDE AND 27-00-00 TRUSSES FRAMING TO BOTTOM CHORD (+)-Gravity (-)-Uplift FROMOTHER SIDE. --------------------------------------------------------------- *** UPLIFT *IIx I %** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(104 2ply) MTT28B - -3786#(2 Each) (10011 HHUS48 - + 5180# -2000#06d 2ply) MTT28B -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS pPROVIDE HANGER AT RIGHT END OF TRUSS FOR 1700.67 LBS. + 2 3 -- - ' ---� 5 4X4 4X4 3X4 rn m v rn o v = rn m v X4 -5*0"8 1.514 Rv-1701# U-580# W-3"8 R=1701# U-600# TAG = T69 SEG = 99182 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL i REV. 17,3u6 SCALE =0.4434 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF **IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY AR N I NG IN HANDLING. ERECTION AND t DEVIATION FROM THIS OESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN L1'us F 'i TC DL 7 •0 PSF DATE 04/14/97 FAILURE 10 BUILD Teff TRUSS 1N CONFORMANCE WITH OST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` � .1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DWREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•0 PSF DRWG AAs6 GR a EXCEPT AS NOtEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS ANO Lft ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOMCHORD MBC LL 0 •O PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 •0 PSF 0/A LEN. EDWONM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER * Q'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 4 O RIO " e�;� DUR.FAC. 1 .33 1N ONLY, AND SNUIL NOT BE RELIED IED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOEA R. '� INE ,:` ,, _ 111 I . l .,� „ 1�� . , 11 SrA(-Torr )hn1r 'n' r ompLI Job: (7-1195A) i 3 RIERHILL A & B T10 '4" TRAY HIPM Hi 7' THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 1400 1400 3 Complete Trusses Required BRG.LOC (FT): 0.00 37.70 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5,00 PSF (BOTTOM) , ENCLOSED OR FULLY OPEN BUILDING. TOP CHORD 2x4 SP #2 N --------------------------------------------------------------- BOT CHORD 2x4 SP #2 N :82 2x4 SP #1 Dense: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS WEBS 2x4 SP #3 :W9, W10, Wit 2x4 SP #2 N: (+)-Gravity (-)-Uplift ------------------- --------------------------------------- *9* UPLIFT *** i x11W HANGER TETE* NAILING SCHEDULE: (0.131x3.0_g_Tails) H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) TOP CHORD: 1 ROW @ 16" o.c. MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) BOT CHORD: 1 ROW @ 16" o.c. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) WEBS • i ROW @ 4' O.C. MTT288 - -37860(2 Each) (1001 HHUS48 - + 51800 -2000#(16d 2ply) REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING MTT28B - -44550(2 Each) (16(j)1 HGUS48 - + 6640# -2199#(10d 2ply) BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 20y) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) PREDICTED HORIZONTAL MOVEMENT IS 0.37" DUE TO LIVE LOAD --------------------------------------------------------------- AND 0.14" DUE TO DEAD LOAD AT ONE SUPPORT. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PREDICTED VERTICAL DEFLECTION IS 1.25" DUE TO LIVE LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. AND 0.41" DUE TO DEAD LOAD AT X - 21-02-12. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. AT B �-----7' H 23'9" 7' -� 512 3X10 3X5 3X7 X 4 X7 T 1.5X3 !TI in rn 3X7(F1) X X4 1. X X5(A 11 m X X '1"2 0 2 5 5X6 1.5X3 �-� 5'924 32'10'12 7—, 3B'4" 7' 24'4" 7' -2 0# -2100 Rv=3755# U-1400# W-7"10 Rv-3756# U=1400# W=7"10 TAG = T66 SEG = 99370 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY- i PLIES= 3 TOTAL- 3 REV. 17.3u6 SCALE =0.1892 ALPINE ENGINEERED PRODUCTS, IMC. TRUSSES REOUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF *I MPORT ANT x*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING. ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 9..,5 TC DL .17 O PSF DATE 04/14/97 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTSUNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG 4446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 •O PSF JBE CONNECTOPS PER DRAWINGS 130, 150 G 16OA-FDESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING- SEE - - 7 .0 P F 38-4-0 CON ORW W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERT O T. D L.D. S O/A LEN. U P1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICAtION. FURNISH A COPY OF THIS OUR.FAC.{N ON1Y, ANO S11AlL NOT BE RCLIEO UPON 1N ANY OTHER MAY. DESIGN 10 IHE TRUSS ERECTION CONTRACTOR. l� Job: 7-1195A 1233 SnIERHILLA 6 8 1 T11 38'4" TRAY HIP 9' THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TDP CHORD 2x4 SP #1 N : T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) : T3 2x4 SP #2 N: UPLIFT (LB): 720 720 BOT CHORD 2x4 SP 01 Dense :B3 2x4 SP 02 N: BRG.LOC (FT): 0.00 37.70 WEBS 2x4 SP #3 :W8 2x4 SP 02 N: TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED PREDICTED HORIZONTAL MOVEMENT IS 0.30' DUE TO LIVE LOAD WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. AND 0.16' DUE TO DEAD LOAD AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PREDICTED VERTICAL DEFLECTION IS 0.77" DUE TO LIVE LOAD (+)-Gravity (-)-Uplift AND 0.42" DUE TO DEAD LOAD AT X - 21-02-12. --------------------------------------------------------------- xx* UPLIFT xxx I xx* HANGER x*x DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. H5 - -455#(Jacks Only) I HUS26 - + 2751= -12860(10d (ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d (ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 66400 -2199#0 00 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - m 8X10 1.5X3 3X4 4X12 3X8 5 L'!312 ' 3X6 A ; 1.5X3 v v 3X10(F 1) X4 X �4X5(A2) J EN1"2 4 2 5HS412 1.5X3 X X �—� 5'924 32'10"12 �- 38 4' Rv-1900# U-720# W-7"10 Rv-1901# U=720# W=7"10 TAG = T68 SEG 99376 PLT. TYP.—ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV, 17.3u6 SCALE -0. 1892 ALPINE ENGI.ERED PRODUCTS. I.. TRUSSES REQUIRE EXTREME CARE 04/11/97 TC LL 30.0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TP], SEE THIS DESIGN 9S9111 TC DL 7.0 PSF DATE 04/11/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE M17H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASIM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG AAA6 GR B EXCEPT AS NOIEO APPLY CONNEC70RS TO EACH FACE OF CHORD SHALL BE LATERALLr BRACED WITH PROPER - _ O O pgF JBE TRUSS AND LOESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 C t6OA-FDESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LO. 47 •0 PSFO/A LEN. CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERY 1 .33 SEAL ON THIS DRAWING AT+KIES TO THE COMMOtENi OE►ICTEO HERE DRYWALL APPHE TRUSS RECTION A CMY 1F THIS DUR.FAC.IN ONtr. ANO yIALL NOT tlE RELIED UPON IN ANY OTHER MAY. DESIGN TO INE iRU55 ERECTION CONTRACTOR. Job: 7-1 95A 1233 BRIERHILL A 6 8 T1 " TRAY HIP GOR 11l THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 840 1610 2 Complete Trusses RequiredS BRG.LOC (FT): 0.00 33.38 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . TOP CHORD 2x4 SP #2 N :T3 2X4 SP #1 N: ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. WEBS 2x4 SP #3 --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift NAILING SCHEDULE: (0.13tx3.0-g11ails) --------------------------------------------------------------- TOP CHORD: 1 ROW @ 16" o.c. *** UPLIFT *** I *** HANGER *** BOT CHORD: 1 ROW @ 16" o.c. H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) WEBS : 1 ROW @ 4" O.C. MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) IN EACH ROW TO AVOID SPLITTING. MTT288 - -37860(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16(j)1 HGUS48 - + 66400 -2199#(10d 2ply) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. MST60 - -4688#(Per 2ply) i HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) CANNOT FIND NOTE LOAONOTE.TXT IN Notes.Txt --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 16-4- } —6-4- T 5X5 7 4 X5 12 T 5p ., 3X4 3X9 EEv �� i.,3X6(F i) X 1 X Xi X 1 '3�'6 ��9'1"2 -J -- 2X4 j + + a, 0 2.5 5X5 8 1"2 12 �- 5'5"4 —} 28'2'12 33'8" 27' b 2, 2, b 17 17#10# 460# 46 # Rv=2197# U-840# W-7"10 Rv=4148# U=16100 W-3"8 TAG T59 SEG = 99379 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY= 1 PLIES= 2 TOTAL= 2 REV. 17.3u6 SCALE -0.2217 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING INHANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN X1 ��iTC DL 7 .0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNE[i0R5 APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS W1TH PROPERLY ATTACHED RIGID CEILING--SEE STATE of _ TOT.L D. 4 7 .0 PSF (]/A LEN. 33-8-0 CONTORM*/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO QZ, IDuR.FAc. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR. .,�1 . ,� N c - 1., ,n•rnrr. n��rr.. r. ... . GINE 7_111 4Pnf TNIr CPr__(I JOb: 7-11 5A 1233 BRIERHILL A 6 B T13 7' TRAY HIPM 13' THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #i Dense : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 510 480 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26.88 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT• WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------------------------------------------------- Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ]1xx UPLIFT IEMM I MIEN HANGER mm* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(i0d 2ply) MTT28B - -3786#(2 Each) (100)1 HHUS48 = + 5180# -2000#060 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MS160 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1252.24 LBS. 13' 14' 4X5(R) 3X4 4 12 .. 5 D CD m 3X5 v m (A) 9 1"2 3X6(FI) X10 X4 4X +-1 1.5X4 I 8'1"2 5X6 0 2.5 I— 5'5 4 21'6"12 r 27 Rv=1384# U=510# W=7'10 R=1252# U=480# TAG = T72 SEG = 99382 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.3u6 SCALE -0.2738 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF (�� *I MPOR T ANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI13-91 BY TPI. SEE THIS DESIGN ``1j11llll� TC DL 7 .0 PSF DATE 04/14/97 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 OUIREMENTS UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF DRWG NOT O A446 GR B EXCEPT AS ED. 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 W BC LL 0.0 PSF JBE CDNNECIORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT LD. 47.0 PSF 0/A LEN. U v CONFORM w/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE {7/1/911 FOR PROPER 0 Rte P P� SE At ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q DUR..FAC. 1 .33 IN ONLY. ANO SHALL HOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE IRUSS ERECTION CONTRACTOR. INEEP`',�` „ , �, ...T v.. gr+ArTmr- ?n n' Job: 7-] 5A RI RHILL A 6 B T14 7' STEP HIP 15' w/STUB THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.86 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 --------------------------------------------------------------- www UPLIFT www I *%A HANGER **w H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT288 - -3786#(2 Each) (10d)) HHUS48 - + 5180# -2000#(16d 2ply) MT728B - -4455#(2 Each) (160H HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1251.60 LBS. 15' �i 8'4" i 3'8" ---� 4X5(R) 3X4 4X (R) X5 12 -• 5 �/' 3X4 Cu l0 - V O Ln 9'1"2 X 3X4(A1) A-1 1.5X4 1 _zhL8'1"2 X4 1.5X N � O -- 15'3"8 -� —11'4"12 r 27' Rv-13B5# U-5200 W-3"8 R=1252# U-470# TAG = T70 SEO = 99238 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY I TOTAL 1 REV. 17.3u6 SCALE -0.2738 At.PINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO ,DEVIATION FAUN THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NI8-91 BY TPI. SEE THIS DESIGN ��'us � �� TC OL 7.O PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE t .1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTSUNLESS OTHERWISE INDICATED, TOP - BC DL 1O •O PSF ORWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5Ei06 _ O.O PSF .18E TRUSS ANO UNLESS OTHEAwISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LLCONNECTORS PER OAAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING -- SEESTATE OF ` TOT.LD. 47 O PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P ON THIS DRAWING APPI IES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS D RIO 97"-- SEAL ; FouR.FAc. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEn'..� - Job: 7- 5A t233 BRIERHILL A 6 B T15 7' HIPM HI 7' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 970 980 BRG.LOC (FT): 0.00 26.71 TRUSS DESIGNED FOR 100 MPH WIND, 15,00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . TOP CHORD 2x4 SP #2 N :T2 2x6 SP #1 N: ENCLOSED OR FULLY OPEN BUILDING. 80T CHORD 2x6 SP #2 N -------------------------------------------------------------- WEBS 2x4 SP #3 :W7 2x4 SP #i N: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift BEARING BLOCKS: NAIL TYPE: 0.131x3.0yJ1aiis *** UPLIFT *** I *** HANGER *** BAG X-LOC #BLOCKS LENGTH/BLK /NAILS/BLK H5 4550(JackS Only) I HUS26 - + 2751# -1286#(20d )ply) 0 0.000' 1 12" 1 MTS12 - -1000/ 1 HUS26 - + 33150 -15500(16d 1ply) 1 26.708' 1 12" 2 MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(104 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(S6d 2ply) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3DIy) -------_---------_------------------------ (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' � - — 20. _ �I T 5X14 2X3 3X6 tl 5 12 1.5X3 (A) in m m T^ 3X9(At) 1'2 X X5 4X1 3X10 3X4 �-. 27' 7' 20' 1256 Rv=2603# U=9700 W=3"8 Rv=2717# U=980# W=3"8 TAG = T73 SED = 99245 PLT. TYP.—ALPINE DESIGN CRIT=TPI GTY = 1 TOTAL = I REV. 17.3u6 SCALE 30.2738 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND T11NNN n (i DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING- SEE HIS-91 BY TPI. SEE THIS DESIGN 11`I.us f11i�' TC OL 7 .0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10. 0 1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - BC OL 1 0 •0 PSF DRWG - - A446 GR 6 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 W BC LL 0 .0 pgF J6E CONNECTORS PER DRAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE of TOT.LO. 47 .0 PSF 0/A LEN. 2700 \\\\\\UUU VVV CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER C P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D RIO F Q � JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO 1Nrt TRUSS ERECTION CONTRACTOR. GINEEP`'.�` SPAt'rrin SPP ah(Tlrn r.,n HTt�M Job: 7- 5A 1233 BRIERHILL A & B T16 7' HIPM 9' THIS OWG. PREPARED BY THE ALPINE JO DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 520 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26.75 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50• END ZONE FROM EDGE OF THE ROOF. RECOMENDEO CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. M-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) MO)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16411 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1251.60 LBS. 9' I 18' 4X5(R) 3X4 15X3 3 7 5 12 T C� 1.5X3 v v 3X5(A1) i+e '1"2 A•1 X X4 X1 ^� 1.5X4 27' Rv=1385# U-5201 W-3'8 R-1252# U-460# PLTTot SEQ = 99251 . TY8. ALPINE DESIGN CRIT=TPI QTY - i TOTAL = i REV, 17.3u6 SCALE =0.2738 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/14/97 TC L L 30 .0 PSF AEF t X*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANOofVIATION FgOM IH(S DESIGN Oq THESE SPECIEICAT[ONS, OR ANY BRACING. SEE HIB-9f BY TPI, SEE THIS DESIGN �LLTf� T C DL 7.0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING i �llU :iALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 •0 PSF ORWG A446GR 6 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 pTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL A07 .0 PSF JUE CONNE[tORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STAn0AR0S PITH PgOPERIY ATTACHED R1G10 CEILING - SEESTATE OFTOT,LD. A/ O PSF O�A LEN. - CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911'FDR PROPER ,, ,1' Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �0RID Q OUR FAC 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE GY`—.�` PI . 1• TTivTr Nns . 1ggl He 10H nPGTCN= na SPAT TN! P4 (I" r.,nr HTPM Job: (7-1195A) 1 3 RIERHILL A 6 B T17 27' HIPM 11' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26,75 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 ------------------- -------------------------- mx* UPLIFT m** ( 111tH HANGER K** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d Iply) MTS12 - -10000 1 HUS25 - + 3315# -1550006d )ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16411 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 1251.60 LBS. 11' 16' -) 4X5(R) 3X4 I.5X3 .4 i 12 5 �. 1.5X3 ., v v 3X5(A1) 8'1"2 X X4 XS 1.5X4 �--� 27' �l Rv=1385# U-510# W-3'8 R=1252# U=460# TAG = T79 SEO 99253 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL i REV, 17.3u6 SCALE 0.273a ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF IE I MPOR T AN T SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `1't,US„e'F�i TC DL /'7 •0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - 10 .0 ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ BC DL 1 0 •0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF JBE NO TRUSS AUNLESS OTHERWISE LOCATED DN THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL (�\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF O/A LEN. UUU VUv CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FOR PROPER P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS t 0 R1�,,G,e ouR.F aC. 1 .33 IN OKY, AND SHALL NOT HE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`',�` . 1., , - . v --- ,.H —11— rr SPAT TNT ?A fl' rant HTPS Job: 7- 95A 1233 BRIERHILL A & T18 7' HIP 13' W STUB THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.75 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. RECOMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) IX4 'T" BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH (+)-Gravity (-)-Uplift 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. NNN UPLIFT NNN I NNN HANGER NNN H5 - -455#(Jack5 Only) I HUS26 - + 2751# -1286#(IOd 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315* -15500(16(1 iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(SOd 2ply) MTT288 -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16(1)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 1251.60 LBS. 13' 12'4" i'B' 5X6 1.5X3 (R) X2 T5 p 1.513 A) _ oI ru am In O to 3X4(A1) A=I 8'1"2 3X5 JX4 3X9 3X4 27' Rv-1385# U=5100 W-3"8 R-1252# U-470# TAG = T77 SEO = 99259 PLT. TYP.-ALPINE DESIGN CRIT=TRI OTY - 1 TOTAL - i REV. 17.3u6 SCALE -0.2738 ALPINE ENGINEERED PFx1DUCTs. IML TRUSSES REWIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF t I MPORT ANT**SHALL NOT BE RESPON518LE FOR ANY ARNING IN HANDLING. ERECTION AND �7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN gE TC OL / .O PSF DATE 04/14 97 FAILURE TO BUILD THE tRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10•0 PSF DRWG R 6 EXCEPT AS NOTED APPLY D SHALL BE LATERALLY ACED WITH AOPEA TA45 RUSSGAND UNLESS OTTERNISE LOCATED ONE THISSDESIGN. POSITION LTO EACH FACE OF Y ATTACHED PLYWOOD SHEATHING, BOTTOMPCHORD BC LL AO •O PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS W17H PROPERLY ATTACHED RIGID CEILING -- SEE _ T O T.L D. 47 .0 PSF O/A LEN. CONFORM N/APDL[CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERPSEAL ON TNI$pRAMING ARIPLIES TO THE COMPONENT WPICTEO HERE DRYWALL APPLTUitON FURNISN A COPY OF THIS ' OUR.FAC. 1 . 33 IN ONLY, ANO S11ALL NOT BE HELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN �� Snnf Tnlr ?n n' _ LITnc Job: 7-1 95A) 1233 BRIERHILL A & B T19 7' HIP 15' W STUB THIS OWG. PREPARED BY THE ALP NE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT xxx I *x* HANGER *r* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS25 - + 2751# -12860(106 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(t6d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#06d 2ply) MTT28B - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 8000# -2650#(!6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 15' 8'4" 3-8- 3X4 '8"(R) 4X4 12T :1 5 © 3X4 Cu (A) o al 3X4(A 1) 4=1 1. X4 X X 1.5X4 '►-� 27' - - -( Av-13850 U-5100 W-3"8 Rv-12521 U-4701 W-3"8 i TAG = T78 SEG 99257 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.2738 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF AEF * IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1HTIi1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �I'V$ ��.�� TC DL 7 .0 PSF DATE 04/14/97 ^ FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - \ - Q\\i\\V� ALPINE CONNECTORS ARE MADE OF 20GA GALY, STEEL MEETING ASTM QUI REMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHDRD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF JBE CONNECTORS PER DRAWINGS 130, ISO C I60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE Of j OT,LD. 4 7 0 PSF O/A LEN. "` vv CONFORM NIAPPLICAW E PROVISIONS OF NOS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE )7/I/9U FOR PROPER P p'� v SEAL ON THIS MAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 RID i Q AND SS•AUL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ', 1�` F JOUR FAC. 1 • [HONEY - GINEE.11,. qpA Trlr a4 o" T•.nr HTr)q Job: 7- A RIERHIL A & B T20 7' HIP 17' W STUB THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)-Uplift ------------------- ----------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *N* UPLIFT *Mlt I *** HANGER MMN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(fOd iply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199#(!Od 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17 4'4" + 5'8" - � 5X6 4X (R) 1.5X3 X5 12 5 D (A) ^ 1.5X3 N ^ 0 in 3X4 (A1) A'1 8'1"2 Jxg JX4 3X8 �^ 1.5X4 27' Rv-1385# U-5100 W-3'8 Rv-1252# U=470# W-3"8 TAG T80 SEG = 99 61 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.3u6 SCALE =0.238 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES WOUIRE EXTREME CARE 04/14/97 T C LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND M \V \J\Vn 1\111.7 DEVIATION FROM IS DESIGN OR THESE SPECIFICATIONS. 0R ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN \�'(U$ eii, TC DL 7.0 PSF DATE 04/14/97 �\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V ALPINE COw+EC 1085 ARE WADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 .O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606M BC LL 0 .0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE - STATE of = TOT.LD. 47 .0 PSF O/A LEN. \\U V CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' Q.'` SEAL ON THIS WANING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIS F ,{Q DUR.FAC. 1 .33 IN ONLT, AND SHAH NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEtY`-�� H T 111 ", . 1 �� N" - 10 1 1Tn ," 1«7e 1 "" _. 1qPAT TI,Ir' '�^ 0.. . •n r- DC Job: 7-1! 5A 1233 RIERHIL A 6 B T21 7' HIP 19' W STUB THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N : T3 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- --------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT stat I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(Sod 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 800041 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7'8" — —� 3X3 5X4 X5 12 5 C7 m m m m 1,5X3 (A) ru 0 to 3X4(A1) .-18'1'2 X4 X4 3X8 1.5X4 27' Rv=1385# U-510# W-3"8 Rv-1252# U=470# W-3'8 TAG = T63 SEQ = 99265 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.3u6 SCALE =0.2601 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 T C LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 1 �� TC DL 7 .0 PSF DA TE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE M17H QST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �� EALPINE CONECTORS ARE MAGE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10•O PSF DRWG AAA6 GR 0 EXCEPT AS NOTEDAPPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ O O PSF JBE TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LLCONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 4 7 .0 PSF 0/A LEN. CONFORM N/APPL1CAbLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDA PROPER P e'� SEAT ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS C a ATO Q'`� DUR.FAC. 1 .33 IN DML Y. ANO S1ALL NO1 bE REI IED UPON 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEA`'� SPAT Trir an �" T„n� s1Tnc Job: 7-1195A 1233 BRIE RHILL A 6 B J 7' EJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 250 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. 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 (0-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#(16(J 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (160) HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(E ach) I HGUS5.5- +11335# -39450(16d 3ply) - -------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. Rv=223# U=200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 11'0„6 12 _ in 5 C� m m m 2X4(A1) 47. B'1"2 t--1,4• 7, Rv-456# U-250# W-3„8 Rv=7B# U-200#NAILED TAG = T108 SEO = 99267 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 22 TOTAL - 22 REV. 17.3u6 SCALE =0.6034 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIS-91 BY TP1. SEE THIS DESIGN X1s � , TC DL 7 •0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG AIA6 GR B EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 �+TRUSS ANO UNLESS OTtfANISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE LD. 47.0 PSF 0/A LEN. \U\ CONFORM W/APPLICABLE PROVISIONS OF NOS[ TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER STATE OF TOT SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 RID e 1 .33 IN ONLY, AND SHALL N01 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �GINEEP`' DUR.FAC. n ♦n r.r rrr. nrr., ♦ rnnr V.. n♦n n....� nrr r• rn♦ r) n — 1 rr.�r.r r.., �� KP Ar TI`ir. ?4 0 T••nr �•�A Fl Job: 7-119 A 1233 BRIERHILL A & B J 5' CJ THIS WG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N BAG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- ------------------------------------------ *x* UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1266#(10d iply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 200 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945006d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv=150# U=200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 10'2.6 12 ,. In N Cu 2 4.1 B'I'2 ----1'4" 5' Rv=368# U-2000 W-3"8 Rv=50# U-200#NAILED TAGT02 SEG - 99269 PLT. TY .-ALPINE DESIGN CRIT=TPI GTY a 8 TOTAL - 8 REV. 17.3u6 SCALE =0.7735 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 04/14/97 TC LL 30.0 PSF AEF t IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1S T�� TC OL / .0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10•0 PSF DRWG A446 GP 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 BC LL 0 •0 PSF JBE PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.LD. 47 .0 PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER p p'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS C 0 R10 Q• DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINE'0kS�� T T�. TroN,• �� ,.� 4Pnf*nrr an n' �� (nf Job: 7- 95A 33 BR IE RHIL L A 6 8 J 3' CJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- -------------------------------------- x** UPLIFT *** I *** HANGER *** H5 - -455#(JackS Only) I HUS26 - + 2751# -1286#(Sod 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv-68# U-200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 9'4"6 12 -+ 'v - 1'4" 3' Rv-290# U-200# W-3'B Rv-23# U-200#NAILED TAG T106 SEG 99273 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY 8 TOTAL = 8 REV. 17.3u6 SCALE =1 . 1176 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/97 T C LL 30.0 PSF REF t *IMPORTANT**SMALL NOT BERESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-97 BY TPI. SEE THIS DESIGN ,FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BUSTC DL 7.O PSF DATE D4/14/97 Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1O .O PSF DRWG -AAA6 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 O O PSF JBE IRUSS AND UNI ESS OIHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 13G. 150 G 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE OF - T OT.LD. 4 7 O PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/9f) FOR PROPER ' Q'� SEAL ON THIS ORAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORI a DUR.FAC. 1 .33 IM ONLY, AND yTKI N01 BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINE r.--�\�`` /� rr _� ^—=i_Tn i_ _ ATG _ , li Nn1 = 19TH NATTo NA1 11FSTr.N t rTT1fnT1I1N inn H��N f^\tTnii�iT^- r,,, �. SPArTN(. 7n "�� T��F1r S)7rr Job: 7-1195A 1233 BRIERHILL A 6 B J i' CJ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 1.00 1.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 331511 -15500(16d 1piy) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (IOd11 HHUS48 - + 51800 -20000(160 2ply) MTT288 = -4455#(2 Each) (160)1 HGUS48 - + 6640# -21990(100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 116d TOE-NAILS AT BOTTOM CHORD. 8'6"6 12 m 5 2X4(A1) O1 v 8'1"2 1'4" Rv=298# U=200# W-3"8 Rv=26# U=200#NAILED Rv=140# U=200#NAILED TAG = T107 SEG = 99275 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL - 8 REV. 17.3u6 SCALE =1 .8405 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF **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 �1,`I s T`' OL 7 .0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vo E /� O� ALPINE CONNECTORS ARE MADE OF 206A GALV- STEEL MEE7ING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG O A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ 0.0 PSF JBE - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL \/�\ CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ TOT.LO. 47 .0 PSF D/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER I.0 RIO p P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`', SPAT Tnir, 1_)4 o" T.,nr F.IArw Job: 7- 195 A 1233 BRIE RHILL A & B J 7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 320 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT xxx I xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315! -1550/(164 1ply) MTS12 - -2000,1(2 Each) I HHUS48 - + 4299# -1660#(104 2ply) MTT28B - -3786#(2 Each) (10411 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) II HGUFS55.5- +11335# -3945#(16d 3ply) REFERENCE HOLMES ZUM ER DET AILKNEET FOR UPLIFT/HANGER DETAILS 82# 11.9"7 _I 11'0'9 ;v 3.54 p 5X4 nl m m m m T X8'1"2 4X 1'10'10 9'10"13 611"9 } 5'7"14 47# Rv=4760 U=3200 W=4"15 Rv=402# U=200#NAILED TAG T92 SEG = 99280 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. 17.3u6 SCALE =0.6271 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30 .0 PSF REF (�� *I MPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 7.0 PSF DATE 04/14/97 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 7P1. SEE THIS DESIGN 1f I1Us 11 E1�� T C DL FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0ST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` - 10.0 1 O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 1 0•0 PSF DRWG O 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 W BC LL 0 .0 PSF JBE CONNECTORS PER ORAMINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.LD. 47.0 PSF O/A LEN. \\ V CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER U SEAL ON THIS DRAWING APPI IES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E 0 RSO Q';� F DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`'' rt,.r*nir -,rte - IA F'1l Job: 7- 195A 1233 BRIERHILL A 6 B J 3' CJ 3'4"6 CJ w CANT THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 1.38 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- END VERTICALS NOT TO BE EXPOSED TO HORIZONTAL WIND. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Gravity (-)-Uplift--------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *N* UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) 1 HUS26 - + 2751/ -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) U001 HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(i0d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Rv=39# U=2000NAILED 12 13'4"11 5 p 1.5X3 1.5X3 m Io v � v v m I 81'7"7 1.5X3 f--1'4" 2'11"15 Rv=531# U=2000 W=3"8 Rv=177# U=200#NAILED TAG = T102 SEG = 99397 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL 2 REV. 17.3u6 SCALE =0.4953 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/11/97 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND OEVIATION FROM CHIS DESIGN OR THESE SPECIFICAiI0N5. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �L11Uc� eT*�� TC DL 7 O PSF DATE 04/11/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 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 1O •O PSF DRWG AAA6 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ O .O PSF JBE TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LLCONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ Tor.LO. 4 7 .O PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORI Q ouR.FAC. 1 .33 IN ONLY, AND SHAH NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� WEEP`' „ �«. Y ��nrTrin P., n" r••�� r Job' 7- 9 A 1223 BRIERHILL A 6 B 3' CJ 3-4-6 HHT THIS Ow PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. ENO VERTICALS NOT TO BE EXPOSED TO HORIZONTAL WIND. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *N* HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(i6d 2ply) MTT280 - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) ------- --------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Rv-870 U-200#NAILED 12 13'4'11 5 1.5X3 v � v v m 9'1"2 }-- 1-4- '11"15.pi:::::; X3 Rv-2610 0-2000 W-3"8 Rv-320 U=200#NAILED TAGTgg8 SEG - 99 82 PLT.-TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL 2 REV, 17.3u6 SCALE -0.4770 ALPINE ENGINEERED PRODUCTS, INC. A TRUSSES REQUIRE EXTREME CARE 04/14/97 T C LL 30.0 PSF REF t X%I MPORT ANT XX SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY tPl. SEE THIS DESIGNTC DL 7.O PSF DATE OQ 1Q�97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ — BC DL 1O •O PSF DRWG AAA6 OR B EXCEPT AS NOTEDAPPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 — TRUSS ANO UWESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL AO .O PSF JBE CONNECTORS PER DRAWINGS 1]O. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING -- SEE _ STATE OF TOT.LD. `i 7 .O PSF O�A LEN. CONFORM M/APPLICAULE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' �'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS E0AIO Q OUR.FAC. 1 .33 IN OMLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INE ro. . .,. ,..�,.• ,.nc .nn. .,..,n,:• nr�,�., '• ,. Cr�(`T MF' ?.4 (1' lA('`!I lob: 7-1195A 1233 BRIERHILL A 6 B J V CJ 3-4-6 HHT THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 1.00 1.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. END VERTICALS NOT TO BE EXPOSED TO HORIZONTAL WIND. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(160 (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(lOd 2ply) MTT288 - -3766#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -4455#(2 Each) (1601( HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv=19# U=200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 12 5 C7 12'6'11 1.5X3 Io to In m m v m m 9'1"2 - 1'4" —TI15 1.5X3 Rv-212# U-200# W-3"8 Rv=100 U=200#NAILED TAG = T101 SEO = 99293 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.3u6 SCALE =0.5822 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 04/14/97 TC LL 30.0 PSF REF t *IMPGRTANT**SHALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11�U5 � .�� TC OL 7•0 PSF DATE 04/14/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITH OST9B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10 .0 PSF DRWG AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - O0 pSF JBE TRUSS ANO ULESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEEsTntE OF TOT.LD. 47 O PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P P SEAL ON tNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS O R10 Q � F DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S WEEP cnnr T nJ- -7A n,. JArl, Job: 7-1195A 1233 13RIERHILL A & 8 J 3' 10" HJ 3'4"6 HHT THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 5.42 5.42 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-10-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000#06d 2ply) MTT28B - -4455#(2 Each) (16(j)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each)------ I -HGUS5_5--+11335#-_3945#(16d 3ply) Rv=141# U=200#NAILED --------------------- ---------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 53 PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. " 7'3"11 PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. 5'1"9 13'9"1 3.54 p 1.5X3 01 m m v � v v m 9'1"2 11010 1 5X3 5'5'1 4'5"12 2'9"15 64 Rv=186# U=2200 W=4"i5 Rv=25# U=200#NAILED TAG.= T96 SEG = 99289 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3u6 SCALE =0.4433 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/97 T C LL 30 .0 PSF REF **IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HTB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/14/97 FAILURE 10 BUILD [HE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF DRWG A446O A6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER(K - 5606 _ TRUSS AND ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 80TTOM CHORD IT BC LL 0.0 PSF JBE (�\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of _ TOT L D. 47.O PSF D/A LEN. \\\\\\UUU VVV CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RIO' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS = Q DUR.FAC 1 .33. F ^ DESIGN TO THE TRUSS ERECTION CONTRACTOR. . [N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. rf.^. Sp A_FT nIG _Pn jhn T,.nr inrK to (7-1195A) -1233 BRIERHI L A 6 B J 7' TRAY EJ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTEQ BY TRUSS MFR. TOP CHORD 2x4 SP 02-W PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 210 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 20y) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. Rv-285# U=200#NAILEOPROVIDE ( 2 ) 16d TOENAILS AT BOTTOM CHORD. 11'0"6 1.5X3 - iYI 12 i*1 5 L--- ITT nf*I 9'1"2 2X4(A1) T -=I 2.5 4X5(R) 12 �--- 1'4" 5'5"4 { 1'6"12—1 r 7 Rv=4560 U=210# W=7"10 Rv=16# U=200#NAILED TAGT88 SEO 99384 PLT. TY .-ALPINE DESIGN CRIT-TPI QTY 7 TOTAL - 7 REV. 17.3u6 SCALE =0.6259 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/11/97 TC LL 30.0 PSF REF (�� )()(IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��Tt11111'�� TC OL 7 .0 PSF DATE 04/11/97 ^ \\\Vv\wV(A�\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v� ,1 \\\\\\\1/n ALPINE CONNECTORS APE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 1 0 •0 PSF DRWG \(U\\ A446 GR B EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF CHORD SHALL. BE LATERALLY BRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0•0 PSF JB E CONNECTORS PER GRAWINGS 100. 150 C HSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47 .0 PSF O/A LEN. \\U v CONFORM N/APPLICABLE PROVISIONS OF NOS B 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 LORIo+Q?: 1 .33 DUR.FAC. IN ONLT, AND$1uLl NOT BE RELIED UPON IN ANY OTHER MAT. DESIGN TO THE IRI155 ERECTION CONTRACTOR. INEEA`', SPAT TRIG ?A (1" nr 7prr Job' 7- A RIE RHILL A 6 J 5' TRAY CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *N* HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751= -1286#(10d ipiy) MTS12 - -1000# 1 HUS26 - + 3315x! -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv-150# U-200*NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 10'2"6 (11 l0 12 5 D Cu (L 9'0"1 U'1 2X4(A1) .. T 0 ,•1 2.5 8'1"2 a 12 Rv-368# U-200# W-7"10 Rv-50# U-2004INAILED PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.3u6 SCALE -0.8024 ALPINE ENGINEERED PRODUCTS W INC. TRUSSES REQUIRE EXTREME CARE 04/11/97 TC LL 30 .0 PSF REF X*IMPORTANT** RO SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN LTi,Us 11�Tr,� TC DL 7.0 PSF DATE 04111/97 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPO _ - BC DL 10.0 PSF DRWG NN NLAA46 GR 8 EXCEPT AS MOTEO. 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 * BC LL 0 .0 PSF JBE \(�\ CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE ofT 0 T.L D. 47.0 PSF DSA LEN. V CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEDHERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rio F 1 .33 IN ONI Y. Aro SHALL NOT BE REL lED UPON IN ANY OTHER WAY. DESIGN 10 THE iRu55 ERECTION CONTRACTOR. GINEtT`-��` N11 . I-I an T 7 nNn� nc�mN��r ,.r, n, �� w �...�., DUR.FAC. SPAT TNS 77r1 n" nt' gpp7r Job: 7-1 95A i RIERHILL A Si B J 3' TRAY CJ THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)-Uplift --------------------------------------------------------------- WmW UPLIFT RWW I *K* HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(lOd (ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (160)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------- ---------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv-680 U-2000NAILED PROVIDE ( 2 ) 160 TOE-NAILS AT BOTTOM CHORD. 9'4"6 nl .-1 12 .. B'7"1 2X4(A 8'1^2 2.5 12 �- —1'4" 3' Rv=2900 U=200# W=7"10 Rv-23# U=200#NAILED TAG = T62 SEO = 99389 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3u6 SCALE =1 . 1176 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/11/97 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR (HESE SPEC1i1CA/IONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN A1'tIUS 1,Fi� TC OL 7.0 PSF DATE 04/11/97 FAILURE BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , v O 10.0 I ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1 0•0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 0 PSF JBE „j\ TRUSS ANO GNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - W _ BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT L D. 47.0 PSF D/A LEN. NF V COORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (0 RID Q P` . IM ONLY, AND SHALL NOT BE RELIED UPON 1N ANY OTHER NAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. ' F INEERS�� DUR FAC. 1 .33 — 1^ , N T�,,.,, l CN „�, . � " � � �. spnrTNr- �n n^ T •O gPFC JOb' 7- 5A) 1233 BRIERHILL A & J 7' TRAY HJ THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 300 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. M-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 EaCh) I HHUS48 - + 4299# -1660#00d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(166 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(166 3ply) --------------------------- - ------------------------ REFERENCE HOLLpMES33 LUMBERDETAILSHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 )V16�TOEAN1iILS AT TOP CHORD. 23# PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. � .5.i T 11'3"12 11'0"9 3X4 12 m Lv 3.54 p Lv N P m cn 9'1"2 X 2X4(AS) T 8'1"2 1•77 4X5(R) 12 �— 1'5" 7-8-4 2'2"9 9'10"13 I► 2'9"15 1 8'5"13 34# Rv-387# U-200# W-10"13 Rv-754# U-3000NAILED TAG T105 SEG = 99392 PLT. TYP.—ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.3u6 SCALE -0.6042 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/11/97 T C LL 30.0 PSF REF t XIMPORTANTm 1E SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 9' E TC DL 7 0 PSF DATE 04/11/97 iAILURE i0 9UI10 THE iPU55 IN CONFORMANCE WITH OSTBa BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE VimALPINE CONNECTOR$ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTNERNISE INDICATED. TOP _ BC DL 10•0 PSF DRWG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO(KESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE TOT.LO. 47.0 PSF D/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERp'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ;� 33D�R�FAC.IN ONLY, ANO$HAtI N0I tlE RELIED UPON IN ANY DTMER MAY. DESIGN TO IHE TRUSS ERECTION CONTRACTOR. ',, T 1(' -n n ;T h n v„ T , C'i r r-r ' .FSA 3#34A 16760 DEPARTMENT OF BUILOINQ CITY OF ATLANTIC BEACH PERMIT INFORMATION -�--� �. ------ LOCAT100 ImFOmd 'TION erl t NumbOr: 16750 Address., $92 MAIN STREET Peli.t TYpe:STORAGE SHED ATLANTIC, BEACH,; FLORIDA 233 � as of Wprk-SHED � ,..�----- -LEGAL DESCRIPTION: ...�------- { C hjt . Type:WOOD FRAME El6ck:1:24 Lat: l Twp,*' Q Pry osed 'Use.3INGLE FAMILY Sect iow, 0 ' . Erb d: Rai+ ; 0 i ° lel I ings Q Subdivialow SECTIC?N E Eit : Value: , 0 ,04 ImOov. Cost tI Fe e :y 30 .00 Arhount Paas. 30.00 � r , u APPLICATION FEES ane: N _30.00 � QxAS A�r0 122 wk k' ., CON �i 'Tf I1� AT ION "w am4, PROPEWxY 1*1 Exp* / N y NOtES: ! 1 t 1 t NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION j $UILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CC ARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER - "ALLURE TO .COMPLY,WITH THE MECHANICS' LIEN LAW CAN FIESULT IN 1 THE.PROPERTY OWNER RAYING TWICE FOR 8V IL D1140 #MRRt" V M IVTS.*' j n VEP ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS,PERMIT AND SUBJECT TO REVOCATION FOR - ATION OF APPLICABLE,PROVISIONS OF LAW. ,AT NTIC BEACH BU(LDtN DEPARTMENT CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) E R E L L G Address: I/oz fil A 1 rl sT, Phone: of `J 1) ..--Q 0 a Lot 4— Block or Unit /Subdivision: s`E�.T�'dy�� 14 ALL)ow is Sen P. Contractor: z (c 99 E )L State License # Address: P�ione No: City State �/ �xe Describe work to be done: 13 t J >!b J,.{ L i t s /'Y E D Present use of building: Valuation of Procosed Construction: Proposed use.— this se.this an addition? If yes, what are the dimensions of the added space:_�ft. Y �lft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbir(g fixtures? New fireplace? New Heat/AC? SUBMIT TM= (COMIERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, CEMEiJT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 74 Signature CONTRACTOR: Date: 1�J Sworn to and subscribed before me this day of 1970. ?Sa&7 �.v,N Edith Amy Mickeytin Q�`ARY PUBL C STA OF FLORID G * *MY Commission CC663050 �3 ° ��wa� A%.` Expires July 13,2001 fid torr .� 6 1998 City of Atlantic Beach Building and Zoning la i Z � � .aMC7V�IN `LOT 'FLAN F L0T_. -'00K 1 gxe pr-' r 6?� soupeer . '., ... , As P COPm 11j PLT'BOOK A5 • P�IpL�I ------- Q$ THE lcpRgtkPOVJO.RECQF2D5 •t UVAL COUNTY, FLORIDA. BEJIRING REX��tE7�lCE. ©F_ INr9:sHU ;'CIN':RIC�N3r-DC;wWA�C:::LIf ,:NEl2EC)P1 }i�ifE%XS; i WN::ON ?46 1180V7±"K1fA1T1ONEb PLAY MAIN STREET (501 R; W) (I.S 4707) Z� CIA a 4 21,col, Ui t li , L Q EA M It cu M 0 00 0. 1233 U1 :t7 0. CN, , co Cn cp �1Ytb A rc V (1.'.; 4707) P7 64. 0 t 0 T i L 0 T 2 B L O C K 1 2 3 NOTE = TREE R F.-N4 0 APPPO-VeD FLdob;, w,"I 'A`I- THC LOTKdwil Hitjggok 'IS IN ft_aoo P�EpAKED BY; As Sla'bW�; 014 TXE FLbbb!i WANCE RATt MAP. C6�4(0 Y ' �_ DATED 4-1.7.69, C1A RSON AND ASSUn IA IE�S, INC.C. ria PROFESSIONAL LAND SURVEYORS DATE; Uri l , 199 . 1643 NALPO AVENUE SCALE: 1" �. r JACKSONVILLE., rLORIDA, 32,2.07 Which Model Is Right For You? PRICE INCLUDES ON SITE CONSTRUCTION No need to remove fencing or bushes • Price includes all materials and labor• Durable, long lasting, low maintenance materials Protected siding (APA tested and certified) to resist fungal decay and wood destroying insects Rigid Dooryleliminates warping -A wide range of options allows you to customize your Yard Barn any way you choose Our Best Value! g�k�`''• The perfect Yard Barn for all of your smaller storage needs. ll If you are considering a do-it-yourself kit-wait! Our Estate is economically priced, yet offers superior duality compared to a d kits. It will fit in the smallest of lots, while accommodating bikes, mowers and more! -a Our Most Popular! i' The Deluxe Estate has been the=l choice year-after-year by our customers! Available in a variety of sizes, our Deluxe Estate is sure to be "Your Solution To Garage Pollution-"". r For That Special Look! The tall sidewall design affords you the maximum convenience w for garden tool storage and room for shelving. Our Tackroom is w the#1 choice of pool owners. jV Perfect For A Mini Work Sho .,�. A conventional gable design that fits aesthetically with f most homes. Our Statesman offers a variety of practical uses as well as years of dry, safe dependable storage. ; I. i All barns featured in our brochure were painted,landscaped and photographed by some of the most creative people on earth...our customers.Photos shown with a small sampling of available options. Fa Loft 8'x 4'.••...(2 x 4 Joists 24"O.C.)-................$44.99 Value Priced Options Luft 10'x4'....(2 x 6 Joists 24"O.C.)....................66.99 Loft 12 x 4'•...(2 x6 Joists 16"O.C.)....................92.99 Loft 16'x+....(2 x 8 Joists 16"O.C.)..................169.99 Heavy Loft l0'x 4'.•..(2 x 6 Joists 12"O.C.)........99.99 Heavy Loft 12'x 4'....(2 x 8 Joists 12"O.C.)......164.99 0 Heavy Loft 16'x 4'.•.•(2 x 10 Joists 12"O.C.)....23999 - " Wrap Around Luft 8'x 12'....................................99.99 -- -- Wrap Around Luft 8'x 16'..................................124.99 Wrap Around Loft 10'x 10..................................99.99 — Wrap Around Loft 10'x 12'...............................11599 18"x 15" 24"x 22" 24"x 24" Wrap Around Loft 10'x 16'...............................149.99 Jalousie Window Jalousie Window Sliding Window Includes Screen Includes Screen Includes Screen Luft Door,Decorative...........................................1999 Loft Door,Operational.........................................47.99 Stairs...................................................................319.99 Q © © Stairs With Landing...........................................39999 WORKBENCH, 24" Incli Deep, -, Length F-.......................................................................$27-99 8"x 16" ---- 10'..........................................................................37.99 Vents Metal Ramps 12"Overhang 12'......................................................................44-99 Pair Size 12'x 16'.............................................................'459.99 5 YEAR WARMNtY12'x 20'..............................................................529.99 4 12'x 24'.............................................................599.99 16'x 16'.............................................................529.99 16'x 20'..............................................................609.99 Heartland's 16'x 24'..............................................................689.99 Protection Package SHELVES, I I 11C 11 Deep Length 8'.........................................................................$21.99 10'.........................................................................27.99 12'................................--.....................................3 2.99 16'.........................................................................43.99 10707 a 20'.........................................................................55.99 18" x 15" Jalousie Window.................................$59.99 1 1 NEWS as WE 111 MEN I a oil a re me , Q24" x 22" Jalousie Window...................................74.99 O 24" x 24" Sliding Window....................................65.99 Bam price includes floor. 24" x 36" Window.........................................83.99 Prices below reflect optional upgrade. 2' x 3' Vinyl Window.....................................149}9 16" x 16" Skylight...........................................---59.99 6'x .................................................................. 24" x 24" Skylight.................................................73.99 6'x .. ......................................................... .. 6.00 6'x 1100'..... .................................................. ......46.00 6'x 12'.......... .......................................... .........56.00 IN I LTG 10 WS' SIM 8'x 8'................. .. ....... .....................'* ............50.00 0 8" x 16" Vents, pair..............................................$15.99 8'x 10.................... ................62.00 8'x 12'........................ ................ ....................75.00 TurbineVent........................................................83.99 8'x 16.............................. .......................99.00 10' Ridge Vent......................................................74.99 ....... . 10'x 10'............................... ............................78.00 4' Ridge Vent........................................................49.99 10'x 12............................... ...........................94.00 Roof Felt(15 lb.) .......per sq.ft.of floor space.........31q 10'x 16'......................... .......... .....................125.00 FlowerBox..............................................................7.99 10'x 20...................... ................... .................156.00 Shutters, pair...........................................................9.99 12'x 12................. ........................... ..............112.00 © Rust Resistant Metal Ramps, pair.........................49.99 12'x 16'........... ................................... ..........150.00 Permanent Treated Wooden Ramps, 5' x 4'..•....125.00 12'x 20'....... ............................................ ......187.00 additional price per foot..................................31.25 12'x 24'.. ....................................-.....--... ..225.00 4" x 4" Runner, additional........................1.29 Per Foot 16'x 1 ............................................................. 00.00 Concrete Blocks,for leveling,each............................3.00 16"............................................................... .00 Q Overhang,Sold as Pair,Statesman model only x 24'...............................................................30 0 ...................Length of Building x 9.95 per lin. ft. WE 0 -110101 Heartland's Protection Package......991 Per Sq. Foot • Single Door........................................................$65. 99 Includes:Caulking,One Pair of Vents,Threshold, Standard Dour 4'.•••••...•.•••••••••••••••••••••.•••••••••••••••107.49 (2)Hook&Eye Sets,5 Year Warranty Standard Door 5'................................................111.99 Standard Door 6'................................................119.99 a Y s - ♦ FIT � ` ♦ a. `.l: cl��ca>�tll Statesman Deluxe Estate g, 6' SIDEWALL 7' SIDEWALL 6' SIDEWALL 7' SIDEWALL 4' SIDEWALL 7' SIDEWALL 10 x 8 x 8................$1159 10 x 8 x 9................$1239 6 x 6 x 7'3°...............$729 10 x 8 x 9................$1139 8 x 8 x 8....................$929 10 x 10 x 11...........$1499 12x8x8.................1319 12x8x9.................1399 0x8x7'3.................839 lox 10x9...............1349 8x 10x8.................1049 lox 12x11...........1699 " 16x8x8.................1669 16 x8x9.................1789 6x 10x7'3"..............949 lox 12 x9...............1519 8x 12 x8.................1179 10 x 16 x 11...........2099 Extra 2'Length...........179 Extra 2'Length...........199 6 x 12 x 7'3"............1029 lox 16 x 9...............1829 8x 16x8.................1479 lox 18x 11...........2319 7 0 x lox 8. .......1329 10 x 10 x 9... .........1429 Extra 2'Length..........119 10 x 20 x 9...............2139 Extra 2'Length.........139 10 x 20 x 11...........2519 12 x 10 x 8...............1549 12 x 10 x 9...............1639 8 x 8 x 7'8"................939 Extra 2'Length.........209Extra 2'Length.........249 —- - - ---- -- 16x10x8...............1919 16x10x9...............2039 8x10x7'8"............1059 12x8x9'6" 3'6" SIDEWALL...........1369 12x16x13...........2649 20x10x8...............2279 20x10x9...............2389 8x 12x7'8"............1189 12x10x9'6............1579 lox 10x8'6...........1299 12x20x13.............3119 Extra 2'Length.........239 Extra 2'Length.........239 8 x 16 x 7'8'.'............1489 12 x 12 x 9'6"..........1799 10 x 12 x 8'6............1469 12 x 24 x 13.............3599 - - ---- -- - - lox 16x8'6............1859 12 x 12 x 10.............1939 Extra 2'Length.........129 12 x 16 x 9'6"..........2219 Extra 2'Length.........269 16x 12 x 10.............2379 l O x 8 x 8.................1079 12 x 20 x 9'6"..........2649 x 18 x ............2039 12 x 16 x 14'6..........2699 Ask T s t 10 x 22 x 8'6..........2199 t� ll.J 20 x 12 x 10.............2819 10 x ]0 x 8...............1269 12 x 24 x 9'6"..........3099 12 x 20 x 14'6..........3199 Extra 2'Length.........179 Abut 0 24 x 12 x 10.............3249 lox 12x8...............1419 Extra 2'Length.........229 12 x 24 x 14'6..........3699 Extra 2'Length.........259 10 x 16 x 8...............1739 16-x 12 x 10'6"........2249 Extra 2'Length.........289 A dI} 6 .SIDEWALL �' vei''tised l O x 20 x 8...............2039 16 x 16 x 10'6"........2819 8 x 8 x 9'6................1039 16 x 16 x 15.............3419 8' SIDEWALL Extra 2'Length.........189 16 x 20 x 10'6"........3319 16 x 20 x 15.............4139 e - ------ -- -- 8x 10 x 9 6..............1169 Ja�E'. � S 1 12 x 12 x 11.............2099 12 x 8 x 8'6"............1319 16 x 24 x 10'6"........3839 8x 12x9'6..............1329 16 x 24 x 15.............4689 16 x 12 x 11.............2539 12 x 10 x 8'6"..........1499 Extra 2'Length.........289 8x 16x9'6..............1669 Extra 2'Length.........369 20 x 12 x 11.............2999 12 x 12 x 8'6"..........1699 Extra 2'Length.........169 24 x 12 x 11.............3449 12x 16x8'6............2119 8' SIDEWALL 10 x 10 x 10.............1439 8' SIDEWALL Extra 2'Length.........289 12 x 20 x 8'6"..........2519 16 x 12 x 11'6"........2349 10 x 12 x 10.............1599 16 x 16 x 16.............3589 12 x 24 x 8'6"..........2939 16 x 16 x 11'6"........2959 lox 16x 10.............2019 16 x 20 x 16.............4299 Heartland is proud to he the largest Extra_ 2'Length.........189 16 x 20 x 11'6"........3509 lox 18x 10.............2269 16 x 24 x 16.............4909 manufacturer of wooden installed 16x 12 x 9'6"..........2169 16 x 24 x 11'6"........3999 10 x 20 x 10.............2469 Extra 2'Length.........399 storage buildings in the World! 16 x 16 x 9'6"..........2689 Extra 2'Length.........289 Extra 2'Length.........189 I leartl:nul Pard Barn' is built ..m site. 16 x 20 x 9'6"..........3119 12 x 12 x 12.............2129 ()ur lrri'o includes con"truction. 16 x 24 x 9'6"..........3659 12 x 16 x 12.............2529 Prices reflect the use of our Simplyprepare the site and let Extra 2'Length.........279 12 x 20 x 12.............2969 standard siding.Ask yourHeartland representative Heartland do the rest! 12 x 24 x 12.............3439 about our additional Extra 2'Length.........259 siding options. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 5-97 2 M f?-'t e J 7— Date 5 Heated Square Footage / @ $ -� r' per sq ft = Garage/Shed @ $ / �-�a per sq ft = Carport/Porch w @ $ J7 1 00 per sq ft = C/ Deck U @ $ 6 per sq ft = $ 0 Patio (b 0 @ $ �f. per sq ft = S L10 6 TOTAL VALUATION: Total Valuat ' n 1st '/ '_ln � S 6. cep Remaining Value $ .00 per thousand o� portion thereof TOTAL BUILDING FEE $ 3 C ,66 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ C� BUILDING PERMIT FEE $^ WATER IMPACT FEE $ SEWER IMPACT FEE $ ,[,2 c—n , Q WATER METER/TAP $ 00 CAPITAL IMPROVEMENT $ .3 2,t _ ©a SEWER TAP $ b --7 / 3� ?,2$ '� RADON (HRS) . 0050 $—a. e SECTION H PAVING $ 00 HYDRAULIC SHARES $ CROSS CONNECTION $ 3 S,r.O ;Sjfr- SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ � S✓�� - ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 5-52 /7 A- Date ? -9 Heated Square Footage _ Q�@ $ 'a Per sq it = S .Z Garage/Shed @ $ per sq ft = S_ 30 Carport/Porch @ S /3 Qd per sq ft Deck @ $ per sq ft = S O Patio @ $ '-j.00 per s ft - S 3�0 TOTAL VALUATION : y ?- Soo s /S' co Total Valuation 1st $ / 0010 Lt-1/n LAY �I Remaining Value $S� cc> per thousand or portion thereof TOTAL BUILDING FEE S 2-1 0.00 + 112 Filing Fee S t �-S-•00 (U) Fireplaces @ $15 . 00 BUILDING PERMIT FEE S 3 S-C O WATER IMPACT FEE $ toto'do SEWER IMPACT FEE S Ob WATER METER/TAP S CAPITAL IMPROVEMENT 5 3 2.L-0 0 SEWER TAP S ((Oq RADON (HFS) . 0050 S,, SECTION H PAVING $ �t'Qa.o HYDRAULIC SHARES S —05 CROSS CONNECTION S 3S ea ((09�) SURCHARGE .0050 OTHER S GRAND TOTAL DUE .5 ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevati, Survey ; Other CALCULATIONS and/or NOTES : I CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address SSS 2 r'7 A-/N S Date—4 -� Heated Square Footage @ $ 0� per sq ft = S ,Z Garage/Shed @ $ 17-00 per sq ft = S y1)3(0 Carport/Porch @ S �3 40 per sq ft = S ? b Deck @ $ per sq ft = $ O Patio �� @ S / 0O per sa ft = S 32.4 TOTAL VALUATION : Y / SSoO S /sco Total Valuation 1st $ / 001D LII K'Y ? ;7- ,3 J. O o S 3S"_ 0 0 Remaining Value $3 cDper thousand or portion thereof TOTAL BUILDING FEE $ Z S-0. 0 O + 1/2 Filing Fee $ t ;LS-.00 (0) Fireplaces @ $15 . 00 S -0 - BUILDING 0 -BUILDING PERMIT FEE S 3 7S-CO WATER IMPACT FEE $ 41,2100 SEWER IMPACT FEE S Ob WATER METER/TAP S MW CAPITAL IMPROVEMENT S 3 2 J o 0 SEWER TAP S - 0 - (109(() O - (IOQ(() RADON (HRS) . 0050 S SECTION H PAVING $ �jt'Q0.0 HYDRAULIC SHARES CROSS CONNECTION $ 3S- Oa (/Ogy) SURCHARGE .0050 OTHER $ GRAND TOTAL DUE S 3 YS-0. ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevati, Survey Other CALCULATIONS and/or NOTES : CITY OF mL W SEMINOLE RO" ATLANTIC BEACH,FLORIDA 32233-5"S PROPERTY DESCRIPTION TELEPHONE c9K 247-SM FAX(%4)217-SW --- 3 Lot #4-, Block # 1d S ction #. Subdivision : - t Street Name DESCRIPTION OF WORK or Address : If in a FLOOD HAZARD ` Flood Zone :-Larea c e e Brief ��escription S- v� �� d. �l PptE/Y/�L .. V Class of ork : (49-e w MSR t 9 1997 Remodel/Addition. f ZONING INFORMATION Type of Construction: C-e{ City of Atlantic Beach Zoning n ProposeBibil ing id Zoning District : 1' �� User- tt�'tG; t1Estimated Value Exceptions or Variances Materials : S�, Iv.-cr Pt Granted: Solid or Fille Ground: Roof : him OWNER INFORMATION Method of Heating: e ;L Property Owner : ��^^�� g`� � Phone: 3 �' �3 e�T "1 Mailing n Address C- v. Zip:_ _ Q 0 S (p CONTRACTOR INFORMATION Contractor : i"�,l��l� `�- �D� °1'��t ^- °�A hone : �� " -722-0 L� S Mailing I c J Address : Zip : 3 a s S k Expiration p, �} License Number : C C Date : I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K';Cw THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEREIN OR NOT , THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY i_ VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES , REGULATIONS , ORDINANCES , OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING n_ CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTIN HAVE BEEN OR SHALL BE PRO ED AS REQUIRED. Owner Signature �-.w ` - Date—? Date Contractor SignSignature CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) Z 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) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT. SCULLERY SINK (4) DISHWASHER (2) Z- WASH SINK EACH SET OF FAUCETS (2) Q KITCHEN SINK (2) DENTAL LAVATORY (1) KITCRU 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 _ICE MAKER (1/2) S SHOP (2) SURGEONS SINK (3) _LAVATORY. SURGEONS (2) JACUZZI (2) v URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ L f (�-00 JOB INFORMATION MAP SHOWING PLOT PLAN OF LOT_ 1 BLOCK �?` L-Xa,-pr rine- sourI4 SF T AS RECORDED IN PLATBOOK 10 PACES_ 34 , OF THE CURRENT PUBLIC RECORDS XJV,4 , COUNTY, FLORIDA. FOR; NORTH FLORIDA CLASSIC HOMES KARING REfEMCE: BEARING ON RIG"T-OE-WAY LINE HEREON IS THE SAME AS 940WN ON THE ABOVE 11E1mTIO4D PLAT, MAIN STREET (50' R/W) SO-1'22'0E c''' (LS 4707) CO . • w N, �► 4 0 , 3LLJ w Id LLJ o Z I3' ix ..fo , ,� o a W tp � 1 �, n .mai O ~o COw . w- m 00 .� co inis � HTJ r in GM T 2 (LS 4707) H=== -- * --TT (LIQ 1048) 64. 0 S01 022'00"E L O T 1 L O T 2 B L 0 C K 1 2 3 NOTE : TREE REMOV4L PSRM IT PREV (OUSLY' APPROV00 7 PC- "A",D)?,4/Al Aoss FLOOQ. ERTIFICATE: 1HE LOT SHOWN HEREON IS IN FLOOD PREPARED BY: ZONE ��`_-. AS SHOWN ON THE FLOOD INSURANCE RATE p CLARSON AND ASSOCIATES, INC. MAP, COMMUNITY PANEL NO. 12o�7 cS- obol0 , DATED 4-11-69, DATE: t,�l�Alu►� "Y 31 1997 PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1' o ?.Q� . JACKSONVILLE„ FLORIDA, 32207 Porlart:merit. of Coinmuni.t:y Affairs SN : 711Ei FLORIDA ENERGY EFFU. rENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 -Vesidenti.al Whole-� Building, Performance Method A NORTH PROJECT NAME: 1094 ; }311TI DER: N F C AND ADDRESS : I,O'r /'Jai ; I'} RM L7'T1 NE;�TL��VI ; CLIMATE � Z rv � S} ; O1Ii'ICI?: 131-t .0 ; ZONE: 1 2 3 ; OWNER: � � f , ; PERM_I'I' NO . •1 3?t t ; JUR1 SDJ.CT_LON NO .9k,11 v v (� CK 1 . New cons t.ruct :i.o i or addition 1 . New Construction 2 . Single family detache.cl or Multifamily attached 2 . Single-Family 3 . If Mu.l.t.ifam:il.y-No . of units 3 . 0 4 . If Multifamily , is this a worst case. (yes/no) 4 . 5 . Condit:Toned floor area (Sq . ft . ) 5 . 1094 . 00 6, Predominant: eave overhang (ft . ) 6 . 1 . 33 7 . Porch overhang length ( ft . ) 7 . 0 . 00 8 . Class area and type : Single. Pane Double Pane a . Clear Class 8a . 98 .Osq f:t 0 . 00sq-ft -- b . Tint , film or solar screen. 8b . 0 . 0s_ :ft 0 . 005( ft: 9 . Floor type and insulation : a . Slab on grade (R-value , perimeter) 9a . R= 0 . 00 , 163 . 00 f - 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame (Insulation R-val.ue) 10a-2 R= 1 1 . 00 , 923 .00sgft__---_-- b . Adjacent : 2 . Wood frame (Insulation R-value.) 10b-2 R=11 . 00 , 238 .00sgf t:-________ 11 .Ceiling type area and insulation : a . Under attic (In.sulat: ion. R-value) 11a . R=19 .00 62 . 00sgft _-____ a . Under attic (Insulation R--value) 1 1 a . R=30 . 00 1 102 .00sgT t_.__-.-__- 12 .Ai.r distribution systems a . Ducts (Insulation + Location) 12a . R= 6 . 00 uncond 1 3 .Coo ting system 1 3 . Type. : Central A/C _-___-- SEER: 10 . 00 14 .11eating System : 14 . Type : Heat Pump HSi'F: 7 . 00 15 .Hot water5yst:en►- _ r : 1a . Type Electric EF: 0 . 92 16 .Hot: Water Credits : (HR-Heat Recovery , 16 , DHP-Dedicated heat: Pump) 17 . Infi lt.rat ion pract ice : 1 , 2 or 3 1 7 . 2 ____-__ 18 .HVAC Credits (CF-Ceiling Fan , CV-Cross vent. , 18 . HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone) 19 .EPI (must: not exceed 100 points) 19 . 96 . 85 a . Total. As-Built: points 19a . 23182 . 52 b . Total Base. points 19b . 23936 . 96 --------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and ; Review of the plans and specifications specifications covered by this calcu- covered by this calculation i.nd:icat( s lation are in compliance with the ; compliance with the Florida Energy Florida Energy f; de. . Code . Before construct-ion :is completed this building will be inspected for PREPARED BY: _- compliance in accordance with Section DATE: ------- - i-- ------- 553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code . ; OWNER/AGENT: __-- _ -- -- ---_ -- ; BUILI)7NG OFFI(:IAT,: DATE: - - __L�--�- ---- _ _ .-._. DATE: SUMMER CAV(TIATION,",' BASE AS-RUIVT - -- - -- -- --- ----- ORIEN AREA x RSPM. = POINTS TYPE SC ORI EN AREA x SPM x SO = POrNTS --------------- --------------------------- ------------------------------------- N 15 . 00 65 . 8 987 . 0 1 SC Ik CLP N 15 . 0 40 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1908 . 2 SCL CLR F 15 . 0 84 . 9 . 88 1119 , 1 Sc.], ct,R E 14 . 0 84 . 9 . 75 887 , 8 S 54 . 00 65 . 8 3553 . 2 SCL CLR S 20 . 0 73 . 2 . 84 1223 .0 Scl, (.'[,,R S 34 , 0 73 . 2 ' 89 2223 . TN' -------------------------------------------------------------w------------------- . 15 x COND . FLOOR / TOTAL GLASS - ADJ . x CLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------- ---------------------- . 15 1 , 094 , 00 98 . 00 1 . 674 6 , 448 . 40 10 , 797 . 78 6 , 002 . 19 NON GLASS-----_--__----... _.___.___-- AREA LASS------------- AREA x HSPM = POINTS TYPE R--VALUE AREA SPM - POTNTS --------------------------------------------------------------------------------- WA1,LS------------------ Ext 923 . 0 . 9 830 . 7 1 Ext Wood Frame 11 . 0 923 . 0 1 . 70 1569 . 1 Adj 238 . 0 7 166 . 6 1 Adj Wood Frame 11 . 0 238 . 0 . 70 166 . 6 DOORS---_.-__ -_--__-_. -,----..- Ext: OORS----------------- Ext 20 . 0 6 . 1 122 . 0 Ext Insulated 20 . 0 4 . 10 82 Adj 18 . 0 2 _ 4 43 . 2 Adj Tnsulatod 18 . 0 V60 28 . 8 CEILINGS-------------- UA 1094 . 0 . 6 656 . 4 1 UndQr Attic 10 . 0 i102 . 0 . 60 661 _ 2 1 Under Attic 19 . 0 62 . 0 1 . 10 68 . 2 FLOORS--------------- Sib 163 . 0 -37 . 0 -6031 . 0 Slab-on-Grade . 0 163 . 0 -41W -6715 . 6 &FILTRATION---------- 1094 . 0 8 . 0 8752 . 0 Practice #2 1094 . 0 8 . 00 8752 .0 TOTAL SUMMER POINTS 15 , 337 . 68 10 , 614 . 49 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLTNG, SUM PTS MULL POINTS COMPON RATIO MULT MUIN MULT POINTS ---------------------- -------- -- ---- ---------------------------------- ---------- 15 , 337 . 68 . 37 5 , 674 . 94 1 10 , 614 . 49 1 . 00 1 . 070 1 , 000 3 , 861 . 55 WINTVR KAE=AT ! 00,' BASE AS-RUILT - -- - - - --- - - --- --- ORIEN AREA x RWPM = POINTS TYPE SC ORTEN AREA WPM x. WOE' POINTS ---------------------------------------- ---------------------------------------- N 15 . 00 - 10 . 6 - 09 . 0 1 SCL CLR N 15 . 0 13 . 8 1 . 09 225 . 8 E 29 . 00 - 10 . 6 -307 . 4 SCL CLR E 15 . 0 -3 . 8 SGIL CLR 1-11, 14 . 0 -3 . 8 - . 50 26 . 8 s 54 . 00 - 10 . 6 -572 . 4 SCL CLP s 20 . 0 -24 . 0 . 90 -431 . 1 5411, S 34 . 0 -24 . 0 . 94 --767 . 0 7------------------------------------------------------------0------------------ . 15 x CONU . FLOOR I TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POTNTS POTNTS -------------------------------------------------------------------------------- . 15 1 , 094 . 00 98 . 00 1 . 674 -1 , 038 . 80 -1 , 739 . 46 -960 . 74 NON GLASS------------- AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS-----_---_.-_-_--_ -- Ext: ALLS---------------- Ext 923 . 0 2 . 2 2030 . 6 Ext Wood Frame 11 . 0 923 . 0 3 . 70 3415 . 1 Adj 238 . 0 3 . 6 856 . 8 1 Adj Wood Frame 11 , 0 238 , 0 3 . 60 856 . A DOOMS-_ ----___-----.--------- E;xt: OORS----------------- Ext 20 . 0 12 . 3 246 . 0 Ext InsulaLed 20 . 0 9 . 40 163 . 0 Adj 18 . 0 11 . 5 207 . 0 1 Adj Trsulaled 19 . 0 8 . 00 144 .0 CFTLTNGS------------- UA 1094 . 0 1 . 2 1312 . 8 1 Under Attic 30 . 0 1102 . 0 1 . 20 1322 . 14 Under Attic 19 . 0 62 . 0 2 . 00 124 . 0, FLOORS--___.----.-.--_-_----_.. Slh LOORS---------------- Slb 163 .0 8 . 9 1450 . 7 Slab-or-Grade . 0 163 . 0 18 . 80 3064 . 4 TNFTLTRATTON----------- 1094 . 0 7 . 4 8095 . 6 Practice #2 1094 . 0 7 . 40 8090 .6 TOTAL WINTER POINTS 12 , 460 . 04 16 , 229 . 56 TOTAL x SYSTEM = HEATTNG TOTAL x CAP x DUCT x SYSTEM x CREUTT = HFATTNC, WIN PTS MU LT 1-10 1 N T S COMPON R ATI 0 MI)L'I' MU LT MULT POINTS --------------------------------------------------------------------------- ----- 12 , 46044 ' 55 6 , 853 . 02 16 , 229 . 56 1 . 00 1 . 070 . 484 1 . 000 8 , 404 . 96 '[`P-C"P•P'P•r ll•P C-C T"T I`^C'C•P•f T S A ' 9 V -- I_CI g Jf, T'CTT=r•C•CT /V A/ I V I ZY M ` f;Z--OA t till 6--W cit)443----9 49H ^ 9W Ati ` EZ O ' 0O L 1--C ' f;S19 - 6* 4 99 ------------------------------------------------ --------------------------------- SINIOd = SINIod + S MIOd + SIN10d SI:N:I:Od = SIN:I:Od + SIN.IOd + S,I,N10d Iviol. H IVM IOU ;`,)NI,I:VHH 9NI1000 `IV;L01 2i'HI.VM IOU 9NIIVHH DN:I:`COOD 'f`C-f�^3-T"C'T-CTTT•rT=PTTT T•P TT T"C•C'�C•C-'CT TT•C=C-r=C•C'Y`^r�'Vll]"IVP, rr`f-VC�C r�C C•r=r%r�r•rm r�r^r r r=r•r=r r%r•r�r-rm%rte°r r•r%rm•r X�^rT •wr-T-o=FTTT=:'•T=TTT T•rT•TTY=CT TTT^V[`T-C TT=r•rT=r•rT=C TT'=6TT•CTTT TT C+P T T�l`TTT•VPT�t/`•VCT fi•C C•F'�C=C TTTTT-C"C�r�T T•TTT 00AYU401 00A L ' OZq, 000 - 1 ZV ' o4 I 00 * 60W LL Twovy 4 --------------------------------------------------------------------------- ----- 1V x.01 ,Llt:aPHD % .L`lI1W XNVI &A WWRAWA NN_VI 'IV101 1L Rw :Iii WON 'P'f'C'P C�l"T'P,C�I"l��CT�T'T'C'f,C`2I"t`'C'T'C-r•h'r±P'T'I`-P"P-Vt''P'1'•C'l`'T:f••<•�'C"T•C^r•ril/`'t-P'f•�{`'C""T'A'I`^f'3`,3"%`�rT^N PSC^TllR�T'T r•C'f'�T'3`'"f•r-rT-C 'f�:T+r'f`�T'P'f`'C'%r%T f�h'T'I''3"C'T f f P'P-f•'T'P'C�3",f"T"T L`'f�P f�C'3`,P� ,3`'f'f'�'I 'C�r7 t i•�f'f-!` f-'C}P^f'f C f I ("I�P f(`�` f` f �,J"!F f.'I••f`C c f t hre VP - r'at i_IIg r-1u►nt:w i- a ..l rI w .1 "L"1-fM 1 i.:, 1.("d r- Ryar i. I do r— ( r 1•I' __ ft , s, or Porn) 6001:3_-.93 0 10 2,0 30 40 50 60 70 80 90 100 I'}�c maximum allowable. HT-1- is 100 . The l owo r t ho ET'I t:h.c! irnore E I-. i c-i ent: t hc- hOMC RES-IDF.NTTtt1 RNERGY PERFO RMANCE RATING SHEET 111,RM 110ME, VALUE Low EI'f ic~i enr.y 11i.gh F I i.c is ncv €1 TNGT, UR 11131:, TT NT WINDOWS . . . . . . . . . . . . . . . . . . . . . Si.ngle Cleilr TNSI)I,Al' [-.ON . . . . . . . . . . . . . . . . . . R--1 0 R-30 Co 1. ing R•-Value . . . . . . . . . .3D . 0 ---- Td- fl R--7 WaII R--Valu(, . . . . . . . . . 11 . 0 R_.Q R--1 9 F-1oc)r R-Va-1.r.le . . . . . . . . . 0 . 0 AfR CONI)TTI-ONER . . . . . . . . . . . . . 10 . 0 4}SER 1 7 . 0 SEER . . . . . . . . . . . . . . . . . . . . . . 10 , 0 ; 11RATTNG SYSTPM . . . . . . . . . . . . . . 6 . €3 US11F, 12 . t1 F,Iect: I- i_c IIS P:F? . . . . . . . . . . . . 7 . 0 WATEI? 1IEA`:FT . . . . . . . . . . . . . . . . 0 . 8€3 0 . 96 ETccta- is 1'.F . . . . . . . . . . . . . . O . t)2 1 --_-_-_-..-_ _._.__._______ 0 . 54 D . 9f1 E7��s I?F . . . . . . . . . . . . . . 0 . 00 ------------ -- -- 0 . 40 D . 8D SolarEF . . . . . . . . . . . . . . --------------------- Q' UFT FRATURES . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . I cert. i .fy that these ertc-t-gy s�tvi.np. :feat:uro..s required for the Florida Rnc,rgy Code have 1 ec_ rl installed i..n this house. . - F3 I i.I.el e r Address : --cam �I. � c. _v_ i. natYYre : a' s hate : - - - - - --- - _ 2-_ -- C i.t y//i z=-_;�(1- (.5�.,� E:lor.i.da Energy Code for Bu:ildi.ng Construction - 199:3 Florida Department: of Communi.t.y Af fa.Jr.> l'I.,-ET7la CARD93 WHO 1,11, HOUSI? HFA'T' CAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA F I L0. ( BASED ON A . C . C; . A . MANUAL J - SRVRNTH HDI`1'ION ( c: ) 1986 by A . C . C . A . ) Project: name 1094 Address LOT 5 HIDDEN VALLEY (i Ly/St:at o Owner Builder NORTH FLORIDA CLASSIC HVAC contr . McCOWAN' S A/C Concl Flr Area: 1094 SF n GLASS/SF RATIO - 9% * Houses Faces : East: Climatic Conditions & Design Conditions --------------------------------------------- ------------------------------- Geographical Location : Florida Jacksonville ----------------------------------------------------------------------------- North Latitude / Elevation 1 30 Deg . / 24 Vt . Above Sea Level outdoor Winter Dry Bulb ; 32 Deng . Ii Indoor Winter Dry Bulb 70 Deg . g Winter ( Actual ) Temp . Di-f.f . 38 Deg . F Winter Temp . Diff . (wTd) 40 Iog . l+ Outdoor Summer Dry Bulb 94 Deg . F Outdoor Summer Wet Bull::, 77 Deg , F Outdoor Summer Hurn . Ratio Cir/Lb 114 Indoor Summer R€l-al t i ve Hum . 50% Tndoor Summer Design Cr/Lb . 49 Indoor Summer Dry Bull) 75 Deg . F Summer Daily Ranges 19 Dog . F -- M Summer (Actual ) Temp . Diff . 19 Deg . Summer (User Se.l. ) Temp . DAff- . ( skid) 20 Deg . F ----------------------------------- - ------ ------------------------------------ * HEATING SUMMARY * 1234 DAT n- COOLING SUMMARY * SUBTOTHAI, 21220 . 04 ! STRUCTURE SENSIBLE 9825 . 46 MECH.VENT-- 100 Cf_m 2090 . 00 ; SEMS . + MECH .VENT 11915 . 46 'I EMP . SW LNG @ 3 DEG . 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1061 . 00 ; I.IUCT GAIN : 1491 . 55 TOTAL LOSS/BTUH 222 31 . 04 ! TOTAL SENSIBLE 16407 . 01 TOTAL LATENT 6629 . 56 SENSIBLE + LATENT 23036 . 57 20% OVERSIZE FACTOR 4456 . 21 00% STNS .OV:RSZE FTR: 3281 . 40 ACTUAL + 20% OVERSIZE: 14915 . 46 ; S ?NS . + 20% OVERSIZE: 19688 . 41 HTG FTR = 43 . 2 CLG FTR = 22 . 7 ; CLC DESIGN CFM 723 . 41 EQUIPMENT SELECTION ;c EQT MANUF CA:RRTER CU MOIL # 3€3YGB024-3 AHU MOD # FA4ANF0.300 HTG TNP/BTUfl HTG OUTP/BTUH AFUE/HSPF 7 TYPE UP SENSIBLE B'ITULI LATENT B`I`UII 23€300 TTL CLC BTUH 23800 TONAGE 2 ( S)EER. 10 CLL CFM 1000 HTG CFM 1000 d i.pg 1i:11('I,gy- I"-[f i cl('11c.,; Rating ing Sv's I,em"S f-()r- N(-,w R e s i d o n i i a 1 13 1 j I I d i,r gs t t,1,FR e r,,,-; N a me CTUIERT M Rato rs Cori f i cat. ion # 044 St- rcot Addrc!ss : 1,.,0'1' 5 City : HTDDFN VALLEY ("oun ty : No County. -1"nput. Cl :inert e Zone : NORTH End Use FUA Costs Si-te P'nc,rgy Energy SCOY"(=� Site. Costs Cost S(,,or(--., $ MBt:u $ coo 1i lag: .2 3 . 73) 3 . 9 87 92 85 heating: 23 . 73 8 . 5 81 201 85 fAght ing: 23 . 73 2 . 5 42 59 36 Wise : 23 . 73 5 . 4 63 127 60 Refrig: 23 . 73 5 . 3 42 126 37 Hot. Water : 23 . 73 12 . 4 40 294 14 Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Pool : 23 . 73 '0 . 0 0 0 0 1'bTA1,S 42 . 6 68 1 011 5F; Es 1,ima t e d Annual Sita- Fn.ergy Use = 42 . 62 M[Btojs Estimated Annual Purchased EnergY Cost $ = 1011 . 41 Total Energy RaLing ( Energy Score ) = 68 . 12 Total Cost Rating ( Cost Score ) = 54 . 51 Rat irig Range Low use Low Cos L 1-fi,gh Use 1i igh Cost MBtu $ MB t u $ Cooling: 1 . 3 28 21 . 0 467 ffc,ating: 1 . 8 39 37 . 6 502 Light ing: 0 . 7 17 3 . 7 83 Misc : 1 . 2 28 12 . 4 277 Refrig . : 1 . 4 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 . 4 76 Stave : 1 . 8 17 2 . 9 69 Poo1 : 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 'WNER/AGENT RATER D AT CITY OF ^ Imo ..' =s Office of Building Offi i^ �•�71��3�� REQUEST FC r,TION /3q3 E - Date----- --7 - —- rBrmrt No. — -------- Tame A.M. Received ----.--- --- P.M. Job Add ' Locaallity Name - y BUILDING CONCRETE �mpP1,ECTRICAL �t1?V1SI1! } h4ECHAPlIL1 - Footing _ gh Wiring ou Re Roofing CONCRETE - Top Out ��- Heating Insulation Lintel Final Sewer ✓ fe Place Pre Fab READY FOR_INSP TION Mon. Thurs. Friday---- - A.M. Inspection Made inspector_ .- Final Inspection Certificate of Occupancy Dade P�LAN � a F�OR10P OF ADDITIONS or CORRECTIONS , D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED ` The following additions or corrections shall be made before the job will be accepted A) „�. iia-i�67 _Si v 06 S- `ti1(2. lea 2 41'6 ILL /"& M#sMo $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 made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. a TRANSMITTAL DOCUMENT FOR JEA DATE: / - 16 9 7 The following permits have passed "rough" inspection: Permit No. Address ERsHbasssd exxx=xXAxkue* Vi,-6=x9afxA3hax Please update your records accordingly. Thao , li,°21�, BUIL ING CLERK CITY OF ATLANTIC BEACH /vcb