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2320 Oceanwalk Dr W (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS FOOTING c/ SLAB FRAMING—— COVER UP-_ INSULATION FINAL BUILDING '?- CERTIFICATE ELECTRICAL PERMIT -9z INSPECTIONS ROUGH FINAL j-4 7 MECHANICAL PERMIT PLUMBlNG PERMIT NOTES: CITY OF ATLANTIC BEACH 800 SEARNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PRONELINE 247-5826 Application Number 06-00033483 Date 7/12/06 Property Address . . . . . . 2320 W OCEANWALK DR Tenant nbr, name . . . . . . REGROUND AT METER CAN Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------------- - --- ------------------------ FULTON, BRUCE M. ADVANCED WIRING SERVICES INC. 2320 OCEANWALK DR.W. 2800 ALMEDA STREET ATLANTIC BEACH FL 32233 (AS OF 01/01/05) JACKSONVILLE FL 32209 (904) 744-4446 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMITIS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. I j1j- r CITY Of e AT-LANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: loc Property Address: J � 1� 0 Man Wa tk wes� Owner: C,_ 1 �v n Telephone N: 0 q 17_W qd�— , ('I r�� Joe. Contractor: A8VU"(( � Telephone #: 3d, Contractor Address: -a mo o. Fax#: 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 Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: Li Trailer Service: If other construction is being done on this budding 0 New Residence 0 Temp. L) New Or site,list the building 2( Old L3 Commercial C3 Signs L] Increase Permit number: U Re-wire Ll Addition Sq. Ft. A Repair Conductor Size: ANDS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS ) D() PH W VOLT qb WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Q 10 AMPS 31 100 AMMS -Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL -Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-BEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS BEAT Motors 0-1 H.P. ! VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon—Transf Ea._Sign Miscellaneous ( DaaX , tlear,' Sefyic' 1n.*;re.__ rrj2 , 7 �170100 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 http://www.ci.atiantic-beach.ft.us -7-- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033426 Date 7/03/06 Property Address . . . . . . 2320 W OCEANWALK DR Tenant nbr, name . . . . . . INSTALL 15 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FULTON, 13RUCE M. C.W. WOOD PLUMBING 2320 OCEANWALK DR.W. 1328 ROMNEY STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-6604 -------------------------------------------------------- -------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------------- --- -- -------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WrrH ALL MY OF AnANTIC REACH ORDINANCES AND THE FLORIDA BURDING CODES. Floo r Drains Washing Machine Water Lavatory Sewer Water Heaters Other Fees permit Issuing Fee: S35-00 Total Fixtures: /,Jf X S7.00 + S3&00 I;t:! Y OF ?ROPERTY DESCRIPTION 4 e4a Vead 6,ra4 716 OCEAN BOULEVARD /7- .3 Block ---section P.0.BOX 25 ATLANT1C BEACH.FLORnDA 32233 TELEPHONE IsiO4)249.2J95 iubdivisions 4e,654AI A1401— Nj Lu'ckl% -------------- 'treet Hayne b DESCRIPTION OF WORK 3 C-4--i A.J,4 foe_ L)Al v 4-r )r Addreass------------------ - --------------- 19 in a FLOOD HAZARD 'lood Zones-----;E ......area complete page 3. Brief Descriptions......... Clone of Works (Now/Ramodwi/Addition) .oHING INFORMATION Type of Constructions_ .oning Proposed Estimated Value 0--- 0 D.0,0. listrict:-t-------Us&:-------------------- ---------------- :xceptiona or Materials%-------------------------- arianceo Grant*d3--------------- ---------- Solid or ---------------- --------- --------------- Fill:ds- Grou d ............Roofs OWNER INFORMATION Method of Heating I Property Gvnert__ Ph.n.,_ Y'le- 8/gg mailing 9 r.>Z-5 &--497- -4-1 leoe,- Address-------------------J--------- -------------- 0 /,L-(-C-- zips__� (- ------ ------------------------------- CONTRACTOR INFORMATION _5',1 tv 7-E-1 1-2,-> 9 Y6 8 Contractors--------------------------------------------- Phone$_ Mailing P o - /3,r->>r J-13,0 / Addrawas-------------------------------------------- J,4 C.,1e-.r,.IDIJ V Zips__ ---------- Expiration L;Xcona& Numbers— ----------- Dates- 2 "ERNST CERTIFY rNAr 2 RAVC READ AND EXAMINED "IS APPLICAT20M AND SNOW THC SAME TO BE TRUE A 0 CCN*tCT* ALI, PROV19IONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE Of WORM "'LL " THU GRANTING OF A PERMIT DOES NOT PRESUME To C:MPLIC0 wjTH, vwamm artarizo HCREIN OR SOT. TO VIOLATC ON CANCEL ?Us P*ovzszoms or ANY FEDERAL. STATE OR LOCAL RULES. GIVE AUTHORITY oNOTMANCES. 04 LAWS IN ANY MANNER, INCLUDING THC GOVERNINO Or CONSTRUCTION OR T"t REGULATIONS, CRFORNAMCC OF CONSTRUCTION OF TUN PROJECT. 2 UNDERSTAND THAT THE ISSUANCC Or THIS PERMIT 15 TING IS-Ir" P CONTINGENT UPON TUC ADOVC INFORMATION 591HO TRUC AND CORRCCT AND THAT TUC P"NS AND SUPPOR IN DATA HAVE sta" OR SMALL 89 PROVIDED AN REDUJ*ED- 14 Dvner Signature ___r----------------------------- Date-- ure--- Contractor Signet ------------------------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 2- WATER CLOSET WATER CLOSET, TANK OPERATED (4)1-/ VALVE OPERATED (8) BATHTUB/SHOWER (2) 11 URINA'L WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY 6) WASHING MACHINE (3) POTS SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF _L_KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) 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) SHOP (2) iSURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) CD URINAL STALL, WASHOUT (4) :3 [- r TOTAL FIXTURE UNITS @ $20.00 EACH Cy 30.00 JOB INFORMATION 93 d-O C,+A)W,4 LH- rz- e=- s r7 CITY OF- q �� 4&4m& B1104M4-0;&" office of Building official REQUEST FOR INSPECTION ate �2 9 a Permit No. 'a me q-,0C) P M District No. Dcelved Z�' 17 196 &) /)Z447 J. A res. Locality wne,'s !�� Contractor WZAL CONCRET� CT ICA ,aming 0 Footing 13 RoughWiring 0 Roug ----o Cond.& 9 Rooting 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel 0 Fire Place 0 Pro Fab ��'INSPECTION A.M. Ion. Tues. Wed. T . — Friday—P.M. /P'O�A.M. P spection Made P spector �Z�Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4^4'C Be4CA-&NOW44 Off Ice of Building Official REQUEST FOR INSPECTION Permit No. me A.M, �ceived P. . -t, No. Job Addr44 Locality �ontractor me UIUX" CONCRETE RICAL BIN H N W.rl� g Air.Cond.& —79--�k Footing 0 Rough Wiring Roug Roof Ing 13 Slab 0 Temp Pole U Top Out Heating Lintel 13 /41 Fire Place Pre Fab R INSPECTION A.M. on. Tues. Wed. Friday—P.M. 11�-M�- ' 5pection Made P- .M-r, 3pector FI nal Inspection 13 Certificate of Occupancy Date CITY OP 4&4^40 Office of Building Official q REQUEST FOR INSPECTION 4:�--7 1 9 7 c, I, Ite Permit No. me A.M. 3ceived P.M, District No. K;;yz lity UILD�l CONCRETE ELECTRICAL PLUMBING MECHANICAL aming 0 Footing 0 RoughWiring 0 Rough 0 Air.Cond.& 0 Roofing 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel D Fire Place 0 Pre Fab --RE� INSPECTION A.M. on. Tues. Wed. Th Friday_P.M. �AM, spection Made spector Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4a4.0 Office of Building Official REQUEST FOR INSPECTION e 1:2- Permit No. 17 me Cr-af A.M. )celved P District No _3 ef -) )�/' Job Address Locality wne ---;2, Contractor',�� amer's CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing 13 Roughwiring 0 Rough 11 Air.Cond.& 0 Roofing 0 Slab 0 Temp Pole 0 Top Out 13 Heating Lintel 11 Fire Place 0 Pro Fab R INSPECTj0t+"j A.M. Friday-P.M. Ion. A.M.. spection Made spector Final Inspection 0 Certificate of Occupancy Date CITY OF 4&6a4*c 13e44CA—14M.4A2 Off Ice of Building Official REQUEST FOR INSPECTION -�z Ll -7 Date Permit No. Time A.M. Received P.M. Dist' t No. Jo dress Locality Owner's Name Ze LLAcn�=�__—Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E) Footing 0 __PDu0Wiring 0 Rough 0 Air.Cond.& 0 Re Roofing 0 Slab P--- Temp Pole C Top Out 0 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INS�� Mon. Tues. A.M. _Wed. Friday P.M. A.M. Inspection Made— -k Inspector Final inspection 0 Certificateof Occupancy Date CITY OF- 4&4#z4'c Be"A-07&%d6 Office of Building Official REQUEST FOR INSPECTION Ite Permit No. me ,ceived M District No. Az Job Address Locality Nner's me —Contractor UILDING CONCRETE ELECTRICAL (iLuLughm MECHANICAL aming 0 Footing 11 RoughWiring 0 Air.Cond.& 0 Roofing 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPECTION on. Wed q Thurs. A.M. Friday spection Made P.M. spector— Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4N,&-c Beac4-4V&w*J4 Yl 0 office of Building Official c4 f REQUEST FOR INSPECTION 3'7 Permit No. — 7 ne e) calved M. District No. Job Address Locality vner'3 ime Z 62 CONCRETE ELECT LUM BING-�L�ANICAL TIL—DING MMEM ��Uu�g nd.& 4:�� rmv-'C�� Footing 0 Rough Wiring d Roofing 0 Slab 0 Temp Pole 0 Top Out Heating /Z�-, Lintel 0 Fire Place Pre Fab READY FOR INSPECTION on, Tues. Wed. Thurs. 'FKIday—.2.=M- A. W 3pection Made P.M. "tor KERBER Final Inspection 0 Certificate of Occupancy Date lo Itp LVL L,"LqL 66L I i3o so'-dxio H3V3G 311011V Jo 4ilo 0 3 A 0 U dcl VL--� Q �c UIUC 7 51PC, U!,I-n� 0-7 aft '3 0 pyej,-.,�-muma,ry Epag & Layout PLEASE REVIEW LAY - OUT AND THIS ENG. BE USED FOR PERMITTING. RUSS SIZES. PRODUCTION WILL BE D E7 1-1 V E R E D STARTED WHEN APPROVED DRAWINGS rAARE RETURNED R -'-,SI'3LE. CHANGLES ,VITRUS'SES) FOi P01-1 E PRIOR TO ERECTION OF TRUSSES. OK AS Is- OK AS NOT JOB: SANTERIO BMI 1 . 75X 16 " ALPINE LVL MmberMax) CSIs (Actual/Allowable Ratios) MOMENT: .687 SHEAR: A69 LIVE DEFL: .737 TOTAL DEFL: .892 2 MEMBERS REQUIREDFZ-- < FASTEN TOGETHER WITH (3) ROWS OF 16D NAILS AT 12'; O.C. BEAM MUST BE LATERALLY SUPPORTED ALONG ITS ENTIRE LENGTH. REFER TO ALPINE PRODUCT FILE FOR ADDITIONAL HANDLING, ERECTION. INSTALLATION. AND USAGE GUIDELINES. THIS PRODUCT IS A STRUCTURAL COMPDNENT, ITS USE IN A SYSTEM IS TO BE SPECIFIED BY THE BUILDING DESIGNER OR JOB ENGINEER. 650# ALL SPAN, DIMENSION AND LOAD INFORMATION IS FURNISHED BY CUSTOMER. CUSTOMER TO ENSURE DESIGN REFLECTS ACTUAL CONDITIONS- 7:', LOADING From 606 PLF at 0-0-0 to 606 PLF at 5-0-0 From 762 PLF at 5-0-0 to 762 PLF at 17-8-0 u; 70ni-g Plus Concentrated loads as shown. See Diagram for Magnitudes . I - Located at 5-0-0 t f 16" 16.1 T :2 T 1 17-6-0 OVER 2 SUPPDRTS J R- 6635# R= 6912* SEQN: 2AB W= 3.5" PROVIDE A COPY OF HIS DESIGN TO INSTAL-ATION CONTRACT REV 1 .31 W= 3.5913'�8. 1, *WARNING* LVL Beams are manufactured REF LVL B?:ms are manufactured without camber. in accordance with the UNIFORM LOADS DATE io/01/91 Dead oad8 shown do not include be:m weight- following report(s): Av.id dead flat roofs and provide lope of LIVE LOAD 325.0 PSF DRWG at least 0.25 / 12. No one should be allowed on beams until all BOCA Report SS-66 ALPINE hanqe�s band joists. temporarl bracing ant Dade Co. Report BA-0312.A DEAD LOAD 281.0 PSF ENG- blockinb are complete y instal ad. Secure SBCCI Report 84212 team ends to prevent rotation at supports. TOT. LOAD 606.0 PSF1 CUT LEN. 17-6-0. I I I I DUR. FACTOR 1 .331 I FULTON Job Number: I SEE LOADING DIAGRAM! TYPE 1 7 x Id JOB:- SANTERIO BM2 1 . 75X 16 " ALPINE LVL (TimberMax) CSIs (Actual/Allowable Ratios) 2 MEMBERS REQUIREDP-- MOMENT: .174 SHEAR: .215 LIVE DEFL: .087 TOTAL DEFL: .096 FASTEN TOGETHER WITH (3) ROWS OF 16D NAILS AT 12" D.C. BEAM MUST BE LATERALLY SUPPORTED ALONG ITS ENTIRE LENGTH. PLYWOOD SHEATHING MUST BE APPLIED AS PER APA STANDARDS FOR COMPOSITE FLOOR. REFER TO ALPINE PRODUCT FILE FOR ADDITIONAL HANDLING, ERECTION, INSTALLATION, AND USAGE GUIDELINES. THIS PRODUCT IS A STRUCTURAL COMPONENT. ITS USE IN A SYSTEM IS TO BE SPECIFIED BY THE BUILDING DESIGNER OR JOB ENGINEER. ALL SPAN, DIMENSION AND LOAD INFORMATION IS FURNISHED BY CUSTOMER. CUSTOMER TO ENSURE DESIGN REFLECTS ACTUAL CONDITIONS. —7- 7-0-0 OVER 2 SUPPORTS �345# R= 3346# W= 3.5" W= 3.5" SEGN: 250 PROVIDE A COPY OF HIS DESIGN TO INSTAL ATION CONTRACT REV 1 .31 3/4* - I' *WARNING-x LVL Beams are manufactured REF LYL Beams are manufactured without camber. in accordance with the UNIFORM LOADS DATE 10/01/91 D ad ld'adsulhown dolnot.inc3ude beam weight. following report(s): N9 one sho a be al owe an beams until all hangers, band joists. temporary bracing and LIVE LOAD 575.0 PSF DRWG blocking are completely installed. secure BOCA Report 86-66 ALPINE beam end5 to prevent rotation at supports. Dade Co. Report 84-0312.4 DEAD LOAD 369.0 PSF ENG- SBCCI Report 84212 TOT. LOAD 944.0 PSF CUT LEN. 7-0-0 ACTOR 1.00 FULTON Job Number: ISPACING 12.0" OC TYPE LVL X 161 JOB: SANTERIO BM3 4 1 . 75X 16 " ALPINE LVL (TimberMax) CSIS (ACtual/Allowable Ratios) MOMENT: .087 SHEAR: 194 LIVE DEFL: .075 TOTAL OEFL: .069 2 MEMBERS REQUIRED! FASTEN TOGETHER WITH (3) ROWS OF 16D NAILS AT 12 D.C. BEAM MUST BE LATERALLY SUPPORTED ALONG ITS ENTIRE LENGTH. SHIM ALL SUPPORTS TO SOLID BEARING. REFER TO ALPINE PRODUCT FILE FOR ADDITIONAL HANDLING, ERECTION, INSTALLATION, AND USAGE GUIDELINES. THIS PRODUCT IS A STRUCTURAL COMPONENT. ITS USE IN A SYSTEM IS 976# TO BE SPECIFIED BY THE BUILDING DESIGNER OR JOB ENGINEER. ALL SPAN. DIMENSION AND LOAD INFORMATION IS FURNISHED BY CUSTOMER. CUSTOMER TO ENSURE DESIGN REFLECTS ACTUAL CONDITIONS. DEFLECTION CRITERIA ARE: LIVE LOAD - L1480 DEAD LOAD - L/240 LOADING From 740 PLF at 0-0-0 to 740 PLF at 5-6-4 From 763 PLF at 5-6-4 to 763 PLF at 13-2-0 Plus Concentrated loads as shown. See Diagram for Magnitudes. I - Located at 5-0-0 1 t -F 5-6-4 j 13-2-0 OVER 3 SUPPORTS R= 1457# R= 7148# R= 2450# SEQN: 25 1 W= 3.5" W- 3.713" W= 3.5" 112' - J' PROVIDE A COPY OF HIS DESIGN TO- INSTAL ATION CONTRACT REV 1 .31 *WARNING* LVL Beams are manufactured REF LVL Begms.are manufactured without camber. in accordance with the DATE 10/n/91 Dead I ad 5hown do not include beam weight. following report(s): Avoid dead fla) roofs and provide s lope of DRWG at leas t 0.25 12 No one should be allowed on beams until all BOCA Report 86-66 ALPINE hangers. bond joists, temporary bracing and Dade Co. Report 84-0312.4 ENG- blocking are completely installed. Secure SBCCI Report 64212 beam ends to prevent rotation at supports. hUR. FACTOR 1.33 CUT LEN. - 13-2-0 TFULTON Job Number. FPP LOADING DIAGRAM TYPE LVL X-161 JOB: SANTERIO BM4 1 . 75X 16 " ALPINE LVL (TimberMax) CSIs (Actual/Aliowable Ratios) MOMENT: .944 SHEAR: .715 LIVE DEFL: .974 TOTAL DEFL: .81B 2 MEMBERS REQUIRED FASTEN TOGETHER WITH (3) ROWS OF 16D NAILS AT 12" D.C. BEAM MUST BE LATERALLY SUPPORTED ALONG ITS ENTIRE LENGTH. PLYWOOD SHEATHING MUST BE APPLIED AS PER APA STANDARDS FOR COMPOSITE FLOOR. REFER TO ALPINE PRODUCT FILE FOR ADDITIONAL HANDLING, ERECTION, INSTALLATION, AND USAGE GUIDELINES. 2400# THIS PRODUCT IS A STRUCTURAL COMPONENT. ITS USE IN A SYSTEM IS TO BE SPECIFIED BY THE BUILDING DESIGNER OR JOB ENGINEER. ALL SPAN, DIMENSION AND LOAD INFORMATION IS FURNISHED BY CUSTOMER. CUSTOMER TO ENSURE DESIGN REFLECTS ACTUAL CONDITIONS. DEFLECTION CRITERIA ARE: LIVE LOAD - L1480 DEAD LOAD - L1240 LOADING From B15 PLF at 0-0-0 to Bff PLF at 15-6-0 Plus Concentrated loads as shown. See Diagram for Magnitudes. I - Located at 5-6-0 -L t 161, 16" T T 15-6-0 OVER 2 SUPPORTS R- 7959# R= 7262# W= 4. 05" W= 3.773" SEQN: 252 PROVIDE A COPY OF THIS DESIGN TO INSTAL-ATION CONTRACT REV 1 .31 3/8' - I' -XWARNING-X LVL Beams are manufactured REF LVL Beams are manufactured without comber. In accordance with the UNIFORM LOADS DATE 10/01/91 Dead lo:dsushown dDlnotdinclude beam weight- following report(s): No one no Id be al owe on beams until all LIVE LOAD 463.0 PSF DRWG hangers. band jo�sts. temporary bracino and b BOCA Report 86-66 b;ocking.are completely installed.0 Secure ALPINE am en to prevent rotation at s pports. Dade Co. Report 84-0312.4 DEAD LOAD 332.0 PSF ENG- SBCCI Report 84212 TOT. LOAD 815.0 PSF CUT LEN. 15-5-0 I I DUR. FACTOR 1 .001 FULTON Jot) Number: SPACING 12.0" OC TYPE LVL X 16 JOB: SANTERIO BM5 1 . 75X 15 " ALPINE LVL (TimberMax) CSIs (Actual/Allowable Ratios) 2 MEMBERS REQUIRED! MOMENT: .08 SHEAR: 102 LIVE DEFL: .06a TOTAL DEFL: .043 FASTEN TOGETHER WITH (3) ROWS OF 16D NAILS AT 12" D.C. BEAM MUST BE LATERALLY SUPPORTED ALONG ITS ENTIRE LENGTH. PLYWOOD SHEATHING MUST BE APPLIED AS PER APA STANDARDS FOR COMPOSITE FLOOR. REFER TO ALPINE PRODUCT FILE FOR ADDITIDNAL HANDLING, ERECTION, INSTALLATION, AND USAGE GUIDELINES. THIS PRODUCT IS A STRUCTURAL COMPONENT. ITS USE IN A SYSTEM IS TO BE SPECIFIED BY THE BUILDING DESIGNER OR JOB ENGINEER. ALL SPAN, DIMENSION AND LOAD INFORMATION IS FURNISHED BY CUSTOMER. CUSTOMER TO ENSURE DESIGN REFLECTS ACTUAL CONDITIONS. DEFLECTION CRITERIA ARE: LIVE LOAD — L1480 DEAD LOAD — L1240 16" 16" 5-0-0 OVER 2 SUPPORTS 2�63# R= 2R63# SEQN: 249 q= 3 5" �= 3�5" PROVIDE A COPY OF HIS DESIGN TO INSTAL ATION CONTRAMP REV 1 .31 *WARNING* LVL Beams are manufactured REF LVL Beams are manufactured without camber. in accordance with the D ad lo shown do not include beam weight. following report(s): UNIFORM LOADS DATE 10/01/qj N: one Nhould be allowed on beans until all hangers no joi temporar bracing p: LIVE LOAD 620.0 PSF DRWG 1 OCK in a' "i I BOCA Report 85-65 b �.'r c 1. 1 t: amp t y instal ed. Sec ALRINE beam en revent rotation at supports. Dade Co. Report BA-0312.A DEAD LOAD 233.0 PSF ENG— SBCCI Report 64212 TOT. LOAD 853.0 PSF CUT LEN. 5-0-0 I - - DUR. FACTOR 1 .00 FULTC)N JDO Number: SPACING 12.0" OC TYPE LVL X 16 JOB: SK 9IN-23 F1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 13. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. :Wi-(2)4X2 SO. PINE 13 ALL N�LS SPECIFIED ARE COMMON WIRE NAILS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. B-B-O B-8-0 TO CENTER OF RO.O MAX. OPEN CHASE 30.0" TYP. IX3 4X4 3X4 3X3 3X3 3X3 3X3 3X4 4X6 1-4-0 + J-4-0 ;4X5 3X4 1 .5X3 3X3 3X4 4X5 2X4 2X4 3X3 1 .5X3 17-4-0 OVER 2 SUPPORTS R=926# W= 3.50" R=9261 W= 3.50" PLT. TYP.-ALPINE SEQN-- 16860 FURNISH A COPY OF THIS DESIGN TO ERECTION C04TRACTOR REV 15.5.7 SCALE 0.3750 ALPINE EN91NEEFFD PRODUCTS. INC. TRUSSES REQUIRE EXI CAM DESIGN CRIT:TPI-PCT REF **IMPORT ANT*)(smu NOT Be RESPONSIBLE FOR AwWARNING tw Kvcuw ERECTION AND 5 S/f DEVIATION FROM THESE SPECIFICAnONS OR ART DEVIATION FROM 8WING.SEE *04(Y-76%DIRACINS VOOl)TRUSSM .4 -:. .. ............ TC LL 40 .0 PSF DATE 10/01/91 HOLMES THIS DESIGN OR ANY FAILURE 70 BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMINDATIONS—TPI). am WITH?WE *OUALITT STANDARD GSTSS'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PENN I TC DL JO .0 PSF DRWG AM NANUFACTUREII FROM 20 DAM GALVANIIZED STEM UNLESS NENT SPACING REQUIREMENTS. UNLESS OPOWISE I No.34869 OU&MISE SHOW. MEETING NEGUMEHENTS OF AGIN "45 GRAM A. SHOW UP CHORD SHAIJ.BE LATERALLY SPACED BC DL 5.0 PSF -ENG LUMBER APPLY CONNECTORS TO BMW FACES AT EACH JOINT TOT.LD. 55.0 PSF O/A LEN. 17-4-0 EtTMEA WITH PROPERLY ATTACHED PLV SHEATHING. SHOWN, MEANING WIDTH$ARE 4*NOMINAL UNLESS 07 N BOTT(04 CHUM WITH RIGID CEMINS OR BRACING DESIGN STANDARDS COMFORK WITH APPUCABLE PROVISIONS OF AS SPECIFIED ON MUSH. DO MIT LEE THIS ... Nil ILV6 OUR.FAC. 1 .00 IDEPTH 16 . 0" -ow AM-TPI nvn. DESIGN WITH FIRE RETARDANT TREATED LUMBER. .0, NOS - 1291 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPACING 24 0* TYPE --TV! -TRUSS PLATE INSTITUTE. JOB: SK 9IN-23 F2 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4X2: SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. SOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 93. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. :Wl-(2)4X2 SO. PINE f3 ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 93 HEM-FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH TO EACH TRUSS WITH 3-JOd NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TO CENTER OF aO.0 MAX. OPEN CHASE 30.0" TYP. IX3 4XA 3X4 3X3 3X3 3X3 3X3 3X4 4X6 1-4-0 + J-4-0 4X5 3X4 3X3 1 .5X3 J .5X3 3X3 3X4 4X5 2X4 2X4 17-7-8 OVER 2 SUPPORTS R=9420 W= 3.50" R=942# W= 3.50' PLT. TYP.-ALPINE SEQN-- 18861 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.3750 CRED FAMULIL INC. AUSSE flEOUIAE EXTFIENE CMIE ....... DESIGN CRIT:TPI-PCT REF IMPORTANT**ASLKP%LILNENEDNTBIKNEFESPONSXBLF."A AWWARNING 'IN HANDLINk VECTION AND S K DEVIATION FROM THM SPEtIFICATIONS OR ANY DEVIATION PflDM BRACING.SEE 'WT-76'.NPACINS WOOD 70J89M. TC LL 40 .0 PSF DATE 10/01/91 HOLMES TIM DESION OR ANY FAILURE'10 BUILD THE FROM IN OWOFAUCE COMMITMIT 00;IECONMDOATIONB�TPI). $a .%�i 1% Ic WITH TNE 'OkIALITY SIANOMID OBT00' BY 7PI. ALPINE CONNECTORS THIS DESIGN FOR ADOrTIUFU.L VIECIAL PEWA- TC DL 10 .0 PSF DRWG AW WNUFACTURED FROm 20 DAM GALVANIZED SnEEL UNLM WENT MACING FMUREMMM. ULM OTHMWISE OTHENNIVE SHOWN. MEETINO NEGUIVENENTS OF ASTN A4a SUM A. SHUNK TOP CHORD SKALL BE"MMUy'p",E, No.34869 BC OL 5.0 PSF -ENG LUMBER APPLY CONNEICTM 'TO MTN FAM AT EACH JOINT MO LOCATE AS WIT14 PROPEFLY ArTACHED PLY*000 SHEAUUNG, AT 0 TOT.LD. 55.0 PSF O/A LEN. 17-7-8 BMW. aEAlUNQ WITY"S AM d'MaNAL LN&M OTHERVIBE SNOWW� WrTC14 CHORD kTTN RZOID CEILING OR MACIAS ST ........ UnION MOANS CONPORN WITH APPUCABLE MOVISIONS OF1 AS 19-ECIFUD ON aws". Do NOT UK Tms OUR.FAC 1 .00 rEPTH 16 .0" DES ON WrTM PINE FICIMOANT TREATED LUMBER. n;a 41 1 Ty =!�!,!PSI ;TE INSTITUTE, AES- 1991 NATIONAL DESION SPECIPICATION POP NOOD CONSTAUCTION I SPACING 24.0" PE OWLS two. d-3avAn-i 01.1p wv smia" k-mw "06 .7 n;;- ss-w-"m )a OL rw"";-ousm" KLtA 3"W-A" 0,.4 MIA 't133" 3kO duvaa LW MA%2a'A ."POPS aw ,,or kaV3 k, uNrA,91 3fd2vAv"* "a 0100 a, A SL0131 'a W7" "ALI& v4LIP gr" Aw a"isMA SUAL Sua Isto 0 a,-v-,- ?S=� I-S .IVA -MIS W as we*" OR, 000 40L A- -Am"VA vow mallvV030 001 OO"'W 3,14-W muo OL SRDt0*L,034 3SMU Ild 0 MOO tit 34L 11-111 .60owl-, 'Alsw Sl- a IV CXJ tic)CjvA .0 V5 VIAW 00 23A 0412vko roll as-ME013 d3(3 _V10- -1; 0s Lompm 89 91 ss ODORS", 0 salloyA S'a 1 :1 -4scl IQ 3 Ow Hal --AMI1030% Q sivil JO wo OKki -4Sd 0 0 1-1 0 -3 0 1 N 4 Aqj (), ()V t4ol s IS30 03 loci-I L rj 1\36 000 .0 =K grWb r,%F- E)( EVE V4 -OZ 's"'40 ............ ...... OGIV -AV 0 31vid I lt4ld OS Z)(%r -SI401 E sa3m os ZXV (3tiCHa Joe lz# Vid �oS ?,Wr alio"3 dOl 00"S S,4 ja33)(3t4 al 3SId GS Z%v tA 2* 3SId a 03 VV4 36 'Att 10 K jaV-4 --Snt'l Sn 30 lo 10 01-431b aolSdf) o3MJ Sji4 -t4t4oc M ss ;ja CIO 1 .1 3a 1 (1311 ISH d .S103 sv 00 ........................................ .............. *I got"= 4�tUWa= .........., 'I � ............. JA VM 94 Iw 3".. �;., r,;; s3V4 COLV*11 'S103- *= :� P4 OOV"0 ,a 309 10 LO a** 'OLM a Sta t 30 CI%St I-Soadd ":;; -00 '��OL 3;;Ivi Ow vWA ROJI'VLAN 1-16 I Ov cis Vov-UO mom-W at 3MIA MS 3$31L 1"0 t"700 "'WL'ja VAI 35 1 10 .0 v-i SOVI WU Uvto 36 060, to Vttdlv 3stoatko 33A t*A.3-st a, LOJ6 $0 * 2;VA I --0, 6SS7 ,. -- I d3(3 a" ot 9141 #6L9 zis,j ()- ;C-j 36 33S 11; C3� v/0 as, .4sd -Io 33- sivil -3 01 4sa 11 31 Cc)I . OV 4sa 0 Ov tjOIS30 1 0 17-0� 16 �atj &Idl-ll CC'.Q; 00 S.0 as Exv, 9-)(,E t)k r,)(E 0- ;K EX uo.oe VA oz .................. -3S,qvAO -40 d3jtA 'd3336 1,431 doi OGI.4 Id as t K d F stjo,IVOO, ,# 314 Z%V S Joe I Cdi as 7 ao.L as S.4 Z.6 -atAid �as t4KOiAs t4 all 3tAid 17 36 -LS"" 14 OtAN-4 'Ll d I'djaV I Ci-aSn 311 L L 3.0 idol sgoc 1 SS 3. S :ic do., I.St4i IS141 SV JOB: SK QIN-23 F5 THIS DWQ, PREPARED FROM COMPUTER INPUT (LQADS & CIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD AX2 SO. PINE 02 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD AX2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS AX2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. W 1-(2)AX2 SO.I PINE f3 REFER TO DRAWIVG A150 FOR TYPICAL PLATE LOCATIONS. 6-8-12 3-7-0 1 TO CENTER OF i-20.0 MAX OPEN CHASE 30.0" TYP. 7 IX3 iX3 3X5 3X3 3X3 3X3 3X4 T T 1 4-0 1-4-0 6.4 3X4 3X3 -4X3 IX3 3X4 2X4 2X4 10-3-12 OVER 2 SUPPORTS R=540# W= 3.50" R=540# W= 3.50* PLT. TYP.-ALPINE SEON-- 18865 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.5000 "'EFIED Pnwticm I" TRUSSES PEOUIRE EXTAM CARE DESIGN CRIT:TPI-PCT REF **IMPORTANT**S'MU'NEZ K RESPONSIBLE FOR waWARNING iw macum m=xok mv mvIATION nm TNESE SPECIFICATIONS OR ANY DEVIATION FROM BAACING.SEE 'WY-76%MACING GOOD 7amsm \\)C, TC LL 40.0 PSF DATE 10/01/91 HOLMES "US CESIGN on MR FULM TO WILD IHE MING IN CONFOANGANCE Cable"ARY AND RECOMMENDATIONS—TPI). SEE . .......... .r,, Ic <tl wm THE IQUALTTY STANDARD 05100' BY TP2. ALPINE CONNSCTCAS THIS DESIGN FOR A13DTrIONAL SPECIAL PMlA- 10 .0 PSF DRWG ��l '.. TC DL ARE MANWACTIFNED FROW 20 SAM SALVAKM STEM UNLESS NENT&AACING REGUTREMENTS. tol-ESS CTNERVISE �4869 * - -' BC DL OTHERNI SHOW. "Wrl"S REWASINNIS OF ASTH A446 GRACE A. SHOW TOP DOM SMALL SE LATlEmALLY GRACED No. : 1. 5.0 PSF -ENG LUMBER ARMY =I= TD W714 FACES AT EACH JDINT AND LWATE AS WM WOMERLY ATTACHED PLYWOOD SHEATHINk %c ;.T 0 TOT.LD. 55 .0 PSF O/A LEN. 10-3-12 Now. GEARING Kmm AM IV NourmaL tw_m MEAN= 0� NORD WITH RIGIV CMING OR SPACING. DESIGN ZIANDARCS CONFORM WITH APPLICABLE PADY ON DESIGN. DO NOT USE THIS OUR.FAC. 1 .00 16.0" ff"M AM-TPI 1p". TTM FIRE RETARDANT TREATED LLOVIER. =0 EPTH �---T; ZATE lwrrtuTf- IM - 1991 ftATIQ-9kL RPIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING ?A-0" I-rYPE 1 11 T- -T14 0- -A- -J�Z4� ----------- -------------- > vreliminary E,ng & Layout THIS ENG. MAY BE USED FOR PERMITTING. REFER TO SW0 SET (TO BE DELIVERED WITRUSSES) FOR POSSIBLE CHANGES PRIOR TO ERECTION OF TRUSSES. lk NO'\ dM� T2 IIX2� -�JV� 7Ek 0S) <17�91-7ddV -5--�- A W-1,Va OH 01 IQ[YO-2 T 7,i\vr js7Z) �,108: SK 9IN-a3 Ti THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUaS MFR. TOP CHORD 2X6 SO. PINE #2. EXCEPT AS SHOWN TC X-LOC L-Ri O�29 3-94 6.87 11.77 16.40 21.30 24.23 SOT CHORD 2X6 SO. PINE #2 27.BB WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 7.15 li.77 16.40 21.02 27.06 : TI-2X4 SO. PINE #2 N BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER BAG LOC 1 00-00-00: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC 2 20-02-00: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY REFER TO DRAWINGS A103 AND AlOAR FOR OVERHANG DETAILS. i/A OF PANEL LENGTH FROM PANEL POINT WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 4X7 (A I) 5XIO 2 . 5X4 A . 5X3 5XIO IX3 4X7 (Ai) IX3 6.00 6.00 6.00 71 3X4 5X6 4X5 3XIO 3X4 NNOTE1 I I LEVEL RETURN AM 7-0-0_1_�4_2-0 LEDGER MUST B�IATTACNED PRIOR TO SHEA NG SEE DETAIL. 28-2-0 OVER 2 SUPPORTS R=3076# W= 3.50' R=30751 W= 3.50' PLT. TYP.-ALPINE SEQN-- 18866 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TMJMWS AEOLIM EXTREME COX DESIGN CRIT:TPI REF �r� **IMPORTANT**waLL my in:wroniou FOR AwWARNING IN K4NDLIH& ERECTION we .,,k3S S./f VEWAnONFROWTHESE SMIFICATIMS ORANTOMATION PROP 01ACrM.SEE *W-76%INIACING WOOD MOSER .. .......... TC LL 30 .0 PSF DATE 10/01/91 HOLMES THIS DESIGN OR ANY FADAME TO WRD THE TALMS IN CONFORNANCE CONNEWTARY AND PECONNENDAIXON9�TPI)- WE WITH THE 'QUMXTY STANDARD WW'RY 7PI. ALPINE COHNECTOPS IM DESIGN FOR AOOIrIONAL SPECIAL PERNA- TC OL 7.0 PSF DRWG UE WUACRM FROM 20 CAM SALVANIZED STEEL UNLESS HENT SPACING REOUrFEMENTS. UN"OTHERWHE Ne.34869 OTHERWISE SHOWN. NESTINS PEOUTPENENTS OF ASTH AA45 @A%DE A. SHOWN. TOP CHORD 04ALL BE LATERALLY BRM= Z tc BC DL 10.0 PSF -ENr, LUMBER APPLY CONNECTUM TO VDTH FACES AT EACH JOINT AND LOCATE AS WITH PROPENLY ATTACHED PL. SHEATHIM T 0 ..c.. SHOWN. OZAIMHO VIDYNS AM 4'WHIM"UNLESS OTHOWIN sm"K.1 Mr.—CHOW WITH RIVID CEILl"S ORMACING TOT.LD. 47.0 PSF O/A LEN. 28-2-0 DESIBM STANDARDS CONFORM WEIR APPLtCAIILE Prvassaw al As wEtiFrm ON aureN. DO NOT usE Isas DUR.FAC. 1 .33 PITCH 6.0/12 OWN *In tmn. 00104 WITH rM FWTARDANT TREATED U09M. ED A ........... Pun INSTrIlm ws- 1991 NATIONAL MIEN SPfCtFICATION FOR WOMM COUSTFRMT1 SETBACK 7 -0 MAI 30 1; 9,01 so"Wo Sao,4 ,4101 po", %,**V %LSA go k4s-*I 10'O's COS -�o -11 V, it; 4":� 'm 00 "Lo a 02 Ls XOnlsv s"'L to 31, 90" 03000" .26LO 0.04 met to 'kijoho "500 "SO 000 4-111 3M.1to '01A Low;,03 (as" -O.VS 4L 0,0 0001* '4 11 dox lk%L 16v3s. *0054lo so go to 30S -0 ;;� pas 4,.90 SUW L ......... Ila 'to—v so OA L Vo 340 os' x tat as �-�-v /0 0- \> ...... -.*03 s . i'ws 02 L ? is . 09, cj-6 si ze -Ilvlaq 0-()-6 IdeNtlisd vvs 10's CIO-9 3aS 3 oe� Id tiv log,3.3 -adv do a O-A,6311A V%Z set 31-'jId ,-,aA(\ ISToc 141 'I'S VI. ad .3vtj.o SSS IS 1 0 00-as-,to -GS 3 W1 3VA -tA aaj.'431 tA -a# tj3-43'd .30 36 '604 dvo SO v,. I-e zo d or wo., 0 woo da OLO wo goo 'ao I* . — do UO a, 00 6N 'JAI.30%'a'0� , too op va Ou- 10 Am 'Stf is 11* ,, ds 10 Z�� IS .1 .......... tOA 'J"O'La '-Uls-vote --'d Allot .3 ILL LV 4/0 tA - :0 "1 0' L .4s . OIE I fj ;jsd 0 .LI ICJL- t� C S' E z L.30 tjoj�da_ 01 a_4A34 14 00 as -3 S-33-I'd '409; 30 -aa" �*-a sla-;Oh' 1.0a cobvo- aa -AtA ,4.301 3�-q ss # tA tA N�x sst4jAq Va 6a, A ��03 115. ,3 V. gp I P t4p o,29 S-77 !F" V'49-v��4 I A.23 0,5 2-7. Y,-LD'- L--R' '7�31 c.29 1 4p FOP OV Oc' Y'-Loc t103 AND A 0 To )R,,wlt4GS .................. REFER YI 114 N Tog CVAORD PIK f3 WISIE INDICA A P114F- SS o-T14EVICATION DEI All-S- 50-V C"ORD YA So' jolvrT IJ14L.E PLATE Lo WEBS 'RE cEt4TEVED 1,4F FOR T�P- S A / AL'L MATE 130 G i6o SEE URWGS- 4 Y,5 4 Y,5 ZY'6 Y,3 2y 12 6.00 i5y,4 2 .5y,4 LEvEL 4isT 2 �i5X4 �,IQGERT, �,,EATIHQ3 I PRIOR tEE bEj AU.- 0 3.50. 5 IR= 9 1 .5.7 26-2-0 CON-jPA'cjOs IG 11.1pl t)XTE i To ERF-C-Tlot4 5F Ds"G t)FSIGN 1�s SA.Z' T r, LL 7 .0 p W� 3.50, Of CAM ........ COIP'f VRWIO$ (r*'% Tr, DL 0.() PsF 14. 28-2-0 WMLI Am q. It i Fu INC, W41NG 1k; T.. 1. -t /lk ro.0 Bc Ot. 47 .0 P "OO'cls, IX WACIW jOB72 00 sm N&3ASS9 f'ww'EVO "FM VOLING. POW SE vermal cvw'�"Kw TOT.LD- VZOI;010011E )*,;.-r ) i 33-`��... vols" %Ems. Up pW F 14 "as jkr.. .... -TNtp -A6 VA"'0 114 ? V"Jw ffoloe SE LX R " 11; - .. ........ V.- -,,w sw-wr' SpAr .4.0 00010 Wf FA Ir SEm vow. C"'Vs to wonzo 'm "VOL 91MOOM AAS 0" .,. -.- , ., 'ff- v Oct is im FlW fec HOL"ES W%w ,,mmo jolts to .� — 'to HMO*#3. VFWIST� TIC" OVO faw WWI-OE16 wome LU�ABER a"jw Vt "cil .M no JOB: SK 9IN-23 T: THIS DWG. PREEARF.0 FROM COMPUT�R INPUT (LOADS j QJENSIONw TOP CHORD 2X4 M PINE 12 N TC X-LOC L-R: 0.29 7.31 14.08 20.85 27.8B SOT CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. PINE 13 BC X-LOC L-Ri 0.29 9.57 18.60 27,86 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. SEE DRWGS. 130 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. 4X4 5X4 5X4 2X6 (A 1) 2X6 (A 1) 6.00 6.00 2 -5X4 2 . 5X4 3X4 14-j-0 -1-0 -i-1 4 L RE7URN AND R MUjT S� ATTACHED TO HEA INS I 28-2-0 OVER 2 SUPPORTS SEE DETAIL. R=1658# W= 3.50' R-1658# Wm 3�50* PLT. TYP.-ALPINE SEQN-- 18871 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.1875 mr5m wmnlw F.XWW cma DESIGN CRIT:TPI REF **IMPORTANT,X-X AmLupLjLwwfmTwwvm"wwmwnwuumrw' lmAw'WARNING im wmuw emmmN 00 S.k MYTATM"M THM SMWItAUM W AW VMAndN FM PMCM.W*WT-70%OWIM V=1wimim TC LL 30,0 PSF DATE 10/01/91 was=is"DA ART MUM TO V=TK MW bi CWWWAIAM CORMAN AM F*=*VWTlWS�M). WE HOLMES WITH YW'GOLITY STAMAM=08-RY V1. &PIW MWWMM WIS=19N FM AMT100L WECIAL POWA- TC OL 7.0 PSF DANG AM OWWACTWn nM 20 0M 6XVAN= SRML OLESS NOT WACIRS WOUVOMM. MESS CTWMISE N 3 4 IS 64 9, BC DL 10.0 PSF -ENG LUMBER vAPv#PfL7T mCW$="TKMmT"0 lmW&THwFwM"=w"AoY"EAVoF AM 444 MAVE A. sow. up mom vwj_K LATOKUY WIAM AT 4 AIM MQ LMTE AS WITH Y A"ACHO P-YVCM OW TOT.LD. 47.0 PSF O/A LEN. 28-2-0 4' WMXAL W&M OTHMM 8"3W. W11 O%M VI'm BMW CMIKV ON OWDO *Wm KAMM WtDM AM Alo VESM STANDOW CM*VqM *qTW APOUCAME POMMONS VF AS VVCPIW W UMSt. W NOT WE VUS DLIR.FAC. 1 .33 PITCH 6.0/12 -m w1?3 V=. DMON IffTH FM MAMWI TKAM UNKA� — luRrIn"M 399 $0MM&L OMIGN SPKIFMATION FOP!M C-W5TfWTj0N 27 SPACING 24.0' ITYPE JOB: SK gIN-23 T5 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE F2 N TC X—LOC L—R: 0.29 5.31 10.06 14.86 17.96 BOT CHORD 2X4 SO. PINE f2 N WEBS 2X4 SO. PINE 13 BC X—LOC L—R: 0.29 10.08 17.96 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. 4X4 6.00 6.00 JX3 2 . 5X4 y 2X5 (A 1) 1-3-9 E 3X6 2 . 5X4 18-3-4 OVER 2 SUPPORTS R=8311 W= 3.50* R=6311 W= 3.50" PLT, TYP.—ALPINE SEQN-- 18874 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.3750 ALPINE ENGINEERED PAOOUCI . INC. TRUSSES NEMITRE EXTRENE CUE DESIGN CRIT:TPI REF **IMPORTANT)(*s"ALL NOT BE lea Fm ANYWARNING I HAHOLDS. ERECTION AND \\is S.jr DEVIATION FRON THESE SPECtFICATIONS OR ANY DEVIATION FROM WKCING.SEE 75'.WACINO WOW Tmissm. ...-4 TC LL 30.0 PSF DATE 10/01/91 HOLMES THIS DESIGN CA ANY FA=W TO WXO THE MISS IN CONFORKANCE COMMENTANT AND FECONMENDATIONS�TPI). SW a WITH THE *RKLITY SrIANDARD QSTW' By TPI. ALPINE CONNECTORS TW.9 DMIW FOR AWITnKAL W=IAL PENHA- TC DL 7.0 PSF DRWG AM kf"AMWn FRON 20 SAM GALVAMZED STEEL UNLESS NEW SWIM UNLESS 07mwnE OTHEAVISE Sl*W HEETTM REMITRENENTS OF ASTM 44,45 MADE A. SHOWN. TOP CPWD SHALL SE LATERALLY 9AACM No.348:69 BC DL 10.0 PSF —EN G LUMBER APPLY CONNECTOAS TO DOW FACES AT EACH JOTNI AND LOCATE AS WITH PMPEALY ATTACHED PLYWOOD SHEATHING. m T SHONIN. WA NO NrOTHS ON 4' WMa"ALUNUMS 0 TOT.LD. 4 .0 PSF.O/A LEN. 18-3-4 rru"G OR VRACINQ la THERWISE SHOWN "OrTm CHOW WITH RiorD CE DESIGN OF AS SPECIFrED ON DESIGN. DO NOT 1 .33 IPITCH 6.0/ 12 DESIGN WITH FINE RETAROWT LUMBER. ......... SPACING P4-O' ITYPE 2nn,--w TRUSS PLATE I"STrTuTL NOS- 2991 NATIONAL DESIGN SPECIFICATION FUR WOOD cOkTm;cTl—oN —S SIANDANDS COWMAN WITH APPLICABLE PADVISIONS DUR.FAC. U-23 T7 THIS DWg. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2XA SO. PINE #2 N TC X-LOC L-R: 0.29 3-50 6.71 BOT CHORD 2X5 SO. PINE #2 WEBS 2XA SO. PINE #3 BC X-LOC L-R: 0.29 3.50 6.71 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: THE PLATE CONTACT AREA OR SCARFED AREA OF WES MEMBERS. FROM ONE SIDE--18' 4" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 397 PLF SEE DRWGS. 130 J60/15OA-F FOR TYP. PLATE LOCATION DETAILS. 2X4 3X5 6.00 3X4 5-10-3 T2-4-3 n E-3 6X4 2X4 2 . 5X4 7-0-0 OVER 2 SUPPORTS R=1511# W= 3.50" R=1511# W= 3.50" PLT. TYP.-ALPINE SEGN-- IBB75 FURNISH A COPY OF THIS DESIGN TO ERECTI CONTRACTOR REV 15.5.7 SCALE 0.5000 ALPINE ENGINETrED PFWLM INC. 7RUSM FlEOMPE EXTPlENE CAM DESIGN CRIT:TPI MF *)(IMPORTANT**sm&LLMT BE PIMMISLE FM AM WARNING If? "AMLM EMCINN TC LL 30 .0 PSF DATE 10/01/gi AND .�,%3s VE'VIATION FMN THESE SPECIFICATIONS OR ANY DMATION FFl% MACINS.SEE 'WT-7V*.WACTM W=TMJSSM .. ..... HOLMES rat VES"iff 00 ANY fAILURE M WILD THE TFEW IN CONFORMANCE COMMENTAP11 AND FECVNPIENDATIDNS�M). SEE WITH THE 'WALITY SIAN)AW MTN' BY TPI. ALPINE MONNE "M I)ESION FM AMMONAL WECIAL PERNA- . j' A'-. 14. TC DL 7 .0 PSF DRWG AM MANLFACUP0 RON 20 DAIM SALVANIM ITM UNLESS WENT MACIN9 REOUrFEWNTS. UNLESS OTHEPUTSE . : 1�. 1 r* .-Ulm."r - . Nix 34869 BC DL -ENG OTHMISE SCM MEETING REMAWNPM OF AM "46 SPAN A. VOW. TOP CNCW 0441J.W LAIVIALLY MACEI) 10.0 PSF LUMBER APPLY CONNECTM TO OWN FACES AT EACH JOINT AM LMATE AS WITH PP�Y MACHO PLY"am SHEAT"Im zt PSF O/A ,4- k"A 4Tota -0-0 SHDW. NAMPO WIDTHS ARE 4' NOMINAL Lql-M W wn—CHOW WITH RIM CIMINO OR W%ACIW TOT.LD. 47.0 LEN. 7 tuxem sTAmA#m mwom wrTm APPLtc*ajE : IS; AS SPSCIFIM ON 0018N. 00 NOT USE THIS DUR.FAC. 1 .33 1PI CH 6.OEI 21 1 was mv uvn mm. F �d nMZSN IfITH"M FETAWMn MATZ3)UOMER. I --M -TMS PLATE INSTIMM NDS- 1991 HATIONAIL DESIGN SPfCrFICATIVN"M WOW SPACING SEE ABOVE ITYPE JOB: 5K 9IN-23 TS THIS DWG. PREPARED FROM-COMPUTER INPUT (LOAQ5 r. DIMENSIONS) SUBMITTED BY TRUSS MFR.— TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.56 6.58 9.60 12,56 BOT CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. PINE (3 BC X-LOC L-R: 0.29 6.56 12.56 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN REFER To DRAWINGS AJ03 AND AJOAR FOP OVERHANG DETAILS. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SPECIAL LOADS ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. -------------------------------------------------- SEE DAWSS. 130 150/16OA-F FOR TYP. PLATE LOCATION DETAILS. TC From 74 plf at 0.00 to 74 plf at 12-85 BC FrDM 20 plf at 0.00 to 20 plf at 12.85 BC 1400# Concentrated Load at 6.58 4X4 IX3 6.00 AX3 2X16 (A 1) 6.00 3X4 (BI) *NOTEm LEVEL RETURN AND MUST BE ATTACHED LEDGER PRIOR TO SHEATING i SEE DETAIL. RH 4X6 12-10-4 OVER 2 SUPPORTS R=1620f W= 3.50" R=1295# W= 3.50" PLT. TYP.-ALPINE SEGN-- 16876 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 15.5.7 SCALE 0.3750 MISSES PEOUIRE EXTREW CAPE DESIGN CRIT:TPI REF **IMPORTANT**SA'HPALLwN*DTm)Bfwfel"mPONS"IgmLut"PrsO'R I'ArMNARNINC, IN HANDLINr, ERECTION AND DMATIONFRONYHESE SPECIFICATIONS ORAMOM&TION FROM 01ACING.SEE "YOn-W.WFACINS WOW T"Jam -\0s..S./f TC LL 30.0 PSF DATE 10/01/gi HOLMES "as DESION OR ANY FAILtME To wnD Tw TRWS IN CDNFORKANCE COWNEMARY AM RECONNENDATIONS-TPI). GEE irF i WITH THE *WALITY STANDARD-TW'IT 7M. ALPINE CONNECTORS UMS MIGH FOR ADDITIONAL SPECIAL PEPMA- TC DL 7 .0 PSF DRWG AM NAMUFACTURED FROM 20 "M CALVANIZO WrEEL UNLMS NEW BRACINS FIECUrRENENTS. UNLESS OTWWnE f No.34 8691" bC DL 10.0 PSF -ENG Vn§M"X SMAK WMING AEGUMeM OF AST* "AS MADE A. SHDM. TOP CIHORD SHALL BE"TUMLLY FRACEO . # D LUMBER AWLY CONNECTOAS TO BOTH FACES AT EACH JDIfrT AND LOCATE AS WITH PROM Y A"ACHED PL"OOD*CATHING. T 0 47.0 PSF O/A LEN. 12-10-4 3HOWN. BEAVONG VIOTHS AM A.mumMAL%MLISS OTHERWISE WT CHORD MIT" itirm CEWHO CPR TOT.LD. _j OUR DESIGN STANDARDS CONFORM IffTH APPLICABLE AS 9-ECrFIElD ON 0W@N. 00 HOT USE THIS ........... D�R FAC, 1 .33 PITCH 6.0"2 fpcn OMIGN WITH FIRE RETAROAMM TWA= !—?miss Pun INSTITUTE - 1991 NATIONAL DMIGN VECIFICATION FOR SPACING 24.0" TYPE NOS CONSTAWTION tS I JOB: SK SIN-23 T9 THIS OWG-. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONZ) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE f2 N TC X-LOC L-R: 0.29 6.56 12.56 GOT CHORD 2X4 SO. PINE 12 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 6.56 12-56 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. REFER TO DRAWINGS A103 AND A104A FOR OVERHANG DETAILS. SEE DRWGS. 130 & 150/16OA-F FOR TYP. PLATE LOCATION DETAILS. 4X4 2 6.00 6.00 2X5 (Al) 2 . 5X4 (BA) *NOTE1 i i LEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING1 SEE DETAIL. IX3 6-7-0_L6-3-4 12-10-4 OVER 2 SUPPORTS R=938# W- 3.50" R=5779 W= 3.50' PLT. TYP.-ALPINE SEQN-- 16877 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.3750 **IMPORTANT**"" ' 'ANY'W A RN I NG TlNwwhAmN0Lml-N%rmPEft'=ml0eK CA"NED DESIGN CRIT:TPI REF ISHUI Wn BE RESPUMNLE FM .\\3s s.jr, DMATION FF04 TME S-ECIFICATIMS OR ANY MMAMW F" W&ACIM.15K *W-76'.MRACINS W=Wsim;m ........... TC LL 30.0 PSF DATE 10/01/91 TM 00110IN OR ANY FAMUK TO 9MLV THE TWJSS IN COWOMMM COWNTARY AM FIECOMMDEIATTow"Irpt). am HOLMES WITH THE *QALITY STAK)ARD 097110* UY TPI. ALPIK C%� WVS OW14M FW AWITTONAL SPECIAL PEWIA- TC DL 7.0 PSF DRWG ARE KONFACAMED FMN 90 *AUBE GALVAMZED FTEEL WLEW NE)"WACING PEGUMA&M. MUM OTHEMISE 10.0 PSF -ENG DIMMSE SEW HEMNS fIEZIMMOM OF AMM AAAS SPAM A. SIMM. TOP CMM SMALL WE LATEYNALLY BRIM t (L 34969 C DL LUMBER APPLY CONNECTM TV SIDTH FACES A7 EACH JUM AM LOCATE A4 WYTH WAVERLY MACHED PLYW=SWAYMNS. T 9WW- WAIGM WMM AM 4' WaRAL VWX905 G=ZOSMW� "ar"m wm facto CEM"OR 'TOT LD. 47.0 PSF OIA LEN. 12-10-4 M 1w Mi TCH 6.0/ 12 09136K STAFCAMS CIPIFIDW WITH APFLtCA&X AS OPECIFIED ON MUM. AC. 1.33 am Yn oc"n teslow wn"f RETAIDAhn TWAIW U04MR. L PLAVE INMTUM NOS- 1992 MATIOWL MIGH O-ECIFNAnON M_!M_MM5Ea0k ............ ISPACING ITYPF -23 TIO _QT JOB:- SK 9IN THIS DWG. PREPARED FROM COMPUTER INP (LOADS & DIMENSIONS) SLMMITTED BY TRUSZ M[FR. TOP CHORD 2XA SO. PINE fl Dense, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.65 7.03 13.44 19.67 26.31 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 50. PINE #3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.15 6.33 17.32 26.31 : TI-2X4 SO. PINE #2 N ' : Wl-2X4 SO. PINE #2 N BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER BRG LOC 1 00-00-00: J BLOCK 12" LONG - 3 15d NAILS/BLOCK NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. (A)2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATIACH WITH 16d NAILS @ A' D.C. BRACING MATERIAL TO BE SUPPLIED BY ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ERECTION CONTRACTOR. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (B) JX4 "T" BRACE. SAME GRADE AS WEB MEMBER- ATTACH WITH ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN 8d NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY PANEL POINTS ARE TO BE LOCATED AT APPHOXIMATELY ERECTION CONTRACTOR, J/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. REFER TO DRAWINGS AJ03 AND A104R FOR OVERHANG DETAILS. SPECIAL LOADS ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ------------------------------------------------ TC From 74 plf at 0.00 to 74 plf at 7.00 TC From 165 pif at 7.00 to J65 plf at 8.33 TC From 74 plf at 6.33 to 74 plf at 26.60 BC From 20 plf at 0.00 to 20 plf at 7.00 BC From 45 p)f at 7.00 to 45 pli at 8.33 BC From 20 plf at 8.33 to 20 plf at 26.60 BC 635# Concentrated Load at 7.00 BC 15201 Concentrated Load at 8.33 3X4 4X8 2 . 5X4 4X5 1 . 5X4 1 . 5X4 4X8 12 T 5 JO-3 2 4-3 6X4 4X6 4X4 5X6 3X5 4X5 NNOTEI i i LEVEL RETURN AND L 7-0-0 PRYGER MUST 8� ATTACHED OR TO SHEA ING SEE DETAIL. 26-7-4 OVER 2 SUPPORTS R=3216# W= 3.50" R=190JI W- 3.50" PLT. TYP.-ALPINE SEQN-- 16880 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0. 1875 EMBINEEPED 'wC TRAISSES PEOME EXTREME CAW DESIGN CRIT:TPI REF )0(1 WORT ANT**MALIPLILENOT BE:EOj7r.'FM A,�WARNING IN "ANDLINr. E TION AND AT TION ON %OS S..t. DMAMN FROM THESE SMIMATIORS CA WACl"S.SEE Wt-76%SPACING VD00 TWSSM ....... TC LL 30.0 PSF DATE 10/0 1/9 1 THIS DESISM OR ANY FAIUM TO K=THE M)SS 714 CONFONANCE COMMENTARY AND AECMVNDATlDNS-*TPD. SEE HOLMES 9. WITH THE *WAL77V STANDARD MISS' By Mn. ALPINE CONNECTORS THES DESIGN FOR ADDITIONAL SPECIAL PERNA- TC DL 7. 0 PSF DRWG AM HANUFACTUIPED FROM 20 CAUSE GALVANUED STE8_UNI-ESS NEW SPACING WOUTREMENTS. UNLESS UTHEWM No.34859 -ENG OTHEM"ISE SNDft MEEl%Hr PEOMMEMEWTS OF AST" 44A SPADE A. 940M. TOP CHORD MULL BE LATMALLY WACEO BC DL 10 .0 PSF LUMBER APPLY CMEXTOPS TO NOTH FACES AT EACH JOINT AND LOCATE AS WM PPK)PEALY ArTACHEO PLYWOOD SHFAININIL �OcATot�L - 47.0 PSF.O/A LEN. 26-7-4 TOT.LD. 314M.BEARM w1urns AM 41 "am uWESS 01HEMM WTI" RMID CaLING OR SPACTM ONS lim ON OMSK. DO NOT USE THIS OR........ DUR.FAC. 1 .33 IPI "At ,r, DESISN SIANOMOS CONFOAM VYTH APPLICABLE PPOYISI or WArTD".,F CH 6 .0/ vtj?- T71 vvyi DESION Wrl"FM FETARDANT TREATED URVIER. TALM PLATE INSTIrTUTF- NDS- 109S NATIONAL 2016N WECIFICATION FOR-WOOD COWIMUCTION ..... SPACING SEE ABOVE_ITYPE SK 9IN-23 TIJ TH15 QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 SO. PINE f2. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.65 6.67 17.80 26�31 BOT CHORD 2X4 SO. PINE f2 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 9.15 17.00 26.31 : TI-2X4 SO. PINE #2 N (A) IX4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 5" D.C. BRACING MATERIAL TO BE SUPPLIED By ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ERECTION CONTRACTOR. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. REFER TO DRAWINGS A103 AND A104P FOR OVERHANG DETAILS. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 5X8 1 . 5X3 4X4 i 5X4 3X5 6.00 T 6 Zj_oO T (A) 6—JO-3 2-4-3 T 2 . 5X4 3X4 3X9 3X4 2X4 *NOTE111 LEVEL RETURN AND LEDGER MUST-BE ATTACHED PRIOR TO SHEATING 1 9-0-0_1_17-7-4 SEE DETAIL. 26-7-4 OVER 2 SUPPORTS R=15B4# W= 3.50' R=12230 W= 3.50" PLT. TYP.-ALPINE SEQN-- 18881 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 - SCALE - 0. 1875 ALPMEENSINEM RVIDUCT11 PC. MXSES FIEGUM UYWW CAPE DESIGN CRIT:TPI !REF *XIMPORTANT**wLL mT BE wwmsuLE rm off WARNING x- mmum. mrcrm AND .\Qs S./f - DEVIATION FMM THESE SMITICATIONS OR ANY DMArION FFM SPACINS.11M '91(7-75'.2914crNS kVW TPUSSM ......... TC LL 30.0 PSF DATE 10/01/91 Dist WSIGN OR ANY FAILLFIE To W=THE TRM IN CDWCF*VMX COMMENTAPY AND RECWHENDATIDNS—TPI). BEE � i� HOLMES fA; TC DL WM THE 'IRIALlrY STANDAM QSTW*BY TPT. ALPTHE CONNECTORS THIS DESION FOR AWTTIGNAL SPECIAL PONKA- 7 .0 PSF DRWG AM OIAKIFAMM FROM 20 DAM SALVARrM STEEL UPLESS NENT MACIM FIECUrRENWTS. Umms OTHEWISE 9 -ENG rN 0.3 4 18t Sr, ri : - BC DL 10.0 PSF 0114MRSE SHMK "Emm REIR11MOM OF ASTH "AS BRAM A. SHMK UP CHOM SMALL BE LATBIALLY PRACEI) AT LUMBER APPLY CIPINECTURS Tl)WIN FACES AT EACH JUT07 AM LWATE AS wrr" PwmLY ArTACWD PLYmm zNEATmw. ?I'LL TOT.LD. 47.0 PSF O/A LEN. 26-7-4 9111M. MARINO Kr0TKS ARE 4' WHINAL tqtXn 0THMrX,::j WrTOM CNWV WITH RNM CUUND OR 8RACINQS R PES3101 STANDAFM CVWTIPM WITH APPLICABLE PFIDVISII AS SPECIFUD ON DESIM. W WT USE T I DUR.FAC. 1 .33 TCH 6.0/ 12 i:mg gm rm. aftloo VrTm"HE K7AFWXT TREATED ON SPACING ITYPE TAM PLATE i"Trnm ws;- ins mAtiomAL mmiaN wmrricArroN Fm wwom cmammn 4 JOB. SK 91N-2� T12 THIS DWQ. PREPARED FROM COMPUTER INPQj (LOADS & DIMENSIONS) SU13MITTED 13Y TRU5S MFR. TOP CHORD 2X4 SO, PINE #I Dense. EXCEPI AS SHOWN TC X-LOC L-R: 0.29 5.65 11.03 18-66 26.31 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R-. 0.29 6.97 17.6A 26.3J :TI-2XA SO. PINE #2 N (A)2X4 "T' BRACE, SAME GRADE AS WES MEMBER- ATTACH WITH 15d NAILS P 4" D.C. BRACING MATERIAL TO BE SUPPLIED BY ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ERECTION CONTRACTOR. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS, (B) IXA "T" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH REFER To DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY ENO VERTICAL MAY NOI BE EXPOSED TO WIND PRESSURE. ERECTION CONTRACTOR. 4X4 2 . 5X4 1 . 5X4__ 3X5 I .5X4 2 6.00 7—JO-3 T (A 2-4-3 2 . 5X4 2 . 5X4 *NOTEm 3X4 3X4 2 . 5X4 LEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING 1 11-0-0 i SEE DETAIL. _1_15-7-4 26-7-4 OVER 2 SUPPORTS R=1584# W= 3.50' R=1223# W= 3.50' PLT. TYP.—ALPINE SEQN-- IBB82 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - DAB75 "Cl NC. FIEGUIRE EXIMME CAW- DESIGN CRIT:TPI REF I MP 0 R T A NT*X S'K'#.L'L'W'l SE"Mm' 'IKE ,r",, 'ANY W A RN I N G ',r,"jSBENSL,N.. .T... AND Nos S./( DEVIATION FFION TWBE SPECIFICATIONS OR ANY DEVIATION FFM WACING.SEE *W7-75'. MACINS WOM 711USSM. .........� .4 TC LL 30 .0 PSF DATE 10/01/91 nag DESIGN OR ANY FAILURE TO BUILD TW TIlUSS IN CONFORWICE CON"ITAW AND flECOMMENDATION"rPI). SEE silF16",. '. HOLMES ..f6; ' WM THE '0UALTTY STANDARP QCTW' By TPI� ALPINE CONNECTORS TM OlESION FvR AWrTl0NAl-NIMIAL PlEmm- TC DL 7.0 PSF DRWG APE WNUFACTUF" FWN 20 CAUSE CALVANIM STEEL UNLEW NENT BRACING FlEgUrREMENTS. WILESS 07MMISE C DL 10.0 PSF —ENG VINEAVIN NOW. MEETING MW#l94ENTS OF ASTM A4M GRADE A. SNOWN. TOP CHMV WALL BE LATERALLY DR&= LUMBER APPLY CONNECTOFS TO WIN FACES AT EACH JOINT AND IOCM AS VTTN Pr"wm-Y A"ACHEO PLYWOOD SHEATHING. —7-4 TOT.LD. 47.0 PSF O/A LEN. 26 woo, . BEAR"MIMS ARE NOMINAL UMXSS CHOM WITH RISM PROV ........... %-- :rT::.IIF,. . OEM catow CIANDAMIS CONFORM WITH APPLICABLE 1. .7� T. DUR.FAC. 1.33 IPITCH 6 amok wm"m PlEl"Don Twolm LIN in O'C71. SPACING 24-0" ITYPE IN=PLATE IMMIUM NOS- 1291 NATIONAL OESIGN SPECtFICATION-FOR WOM CDOTRUCTION JOB: SK 9IN-23 T13 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS fi DIMENSIOL45) �QBMITTEQ JaY TRUS5 MFR. VP CHORD 2X4 SO. PINE #2 N TC X-LOC L-Ri 0.29 7.8J 13.03 17.42 21.63 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE f3 BC X-LOC L-R 0.29 7.92 13.15 21.63 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) iX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE 0RWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 5' D.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 4X4 2 . 5X4 1 . 5X3 J-4-5 2 . 5X4 2 , 5X4 12 6.00 6.48 12 2 . 5X4 T 3X7 2 4-3 2X4 5X8 *NOTEI 1 1 LEVEL RMRN AND A LEDGER MUST BE ATTACHED J4-3—i2 PRIOR To SHEATING I SEE DETAIL. 0 7—11-8'1-14-2-0 22-1-6 OVER 3 SUPPORTS R=561# W= 3.50' P-1258# W= 3.50" R=5671 W= 3.50' PLT. TYP.-ALPINE SEON-- 18885 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.2500 , ALPINE EMINEMP PFIGOUCTS. INC. TR_*BEf PEOMFE EXPENE CAIE DESIGN CRIT:TPI 'REF **IMPORTANT**,auWOT BE MWONSIBLE FOR ANY W A RN I NG IN KANDLING. EFECTION Me S.A- \$js TC LL 30.0 PSF DATE 10/01/91 OWATION"M THER OECIMATIONS OR ANY OEVIATION MON OWINS.SEE *SWT-"*.UMCING NOW Twissm. HOLMES IMS DENIN OP ANY FAILURE TO WILD TW IN CDFVVR"= COMMENTAPY AND WDOMMENO&TIONS�TPI). SEE _..; L WIN THE 'M)AL2TY 11TANDUID DOW By TPI. ALPINE CONNECTORS Y40 DESIGN FOR ADDITIONAL SPECIAL POPGA- TC OL 7.0 PSF DRWG Am ~AC7U*D MON 20 $AM agLVANrZM VIM UNLM WENT WACING REMnAMENTS. UNLESS OMWISE No.34S 69 BC DL 10.0 PSF -ENS OFNER"K*a^ NEETINS REMITMOM OF ASTM A445 GRAVE A. MOWN. TOP CWV 94ALL BE LATEPALLY PRACEI) Nk ,T41 LUMBER APPLY CONNECTION: TO BOTH FACES AT EACH JOINT AM LOCATE AS WITH PPOPEALY ArTACHEI)PL"R=SHEATNIM TOT.L.D. 47.0 PsF O/A LEN. 22-1-8 WOW. BEARINS VIVINS AM J* WOKINAL VNLM OTHERaN OM. rTOm CHORD WITH "TrIv CEILINS OR MAC *f-.. e, - '. OESION STANDARDS COW0140 WITH APPLICABLE PROMI SPECIFIED ON OMON. VO NOT UK ms DUR.FAC. 1 .33 %CB AM-TPI ON acn. 1119H VM FINE PWIAMWI TIMMAM Lupw 11,4 U_—TPI-MUSS PLATE IMnnrtF- NOS- 1999 NATIONAL DESIGN—CrFICATION FOR WOW COWSTFftlLZTI ........ SPACING 24.0' ITYPE JOB: SK 9IN-23 TIA THIS DWG. PREPARED FROM COMPUTZR INPUT ILOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE f2 N TC X-LOC L-R: 0.29 7.81 15.03 21.83 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 7.92 15.15 21.83 ALL PLATES ARE CENTERED ON ODINT UNLESS OTHERWISE INDICATED. WIX4 *T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & J60/16OA-F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. ALL TOP CHORD SPLICES OCCURRING BETWEEN REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 4X8 1 . 5X3 2-4-5 3X4 2 5X4 2 . 5X4 12 6.48 6.00 12 2 . 5X4 2 . 5X4 T 2-4-3 2X4 5X6 *NOTE! i i LEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING 14-3-12 SEE DETAIL. 7—il-8—1 1-14-2-0 15-0-0_j2—J-8 22-1-8 OVER 3 SUPPORTS R=614# W= 3.50" R=1176# W� 3.50" R=596f W= 3.50" PLT. TYP.-ALPINE SEQN-- 18868 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.2500 ALPINE ENOINEMIED PRODUM INC. msm reotnw-EXTREME CAIE DESIGN CRIT:TPI REF **IMPORTANT**smaLL mi PE wwomisLE Fm AmYWARNING IN MANDLINS. ERECTION NO S./r - DEVIATION FROM THESE SPECIFICATIONS OR AW OMATION FA134 MR&CING.WE 'I"n-76'.tMCIND NOW IRJS= TC LL 30.0 PSF DATE 10/01/91 "M ONION OR ANY F&ILIM'10 WILD THE MISS IN CONFOPMANCE COMMENTARY 00 FECOMMENDATIOW-OTPI). HOLMES off WITH THE oQUALITY STANDARD OSTW ffy IPI. ALPrK C"IECTORS TM OU104 FOR ADDITIONAL SPKIAL Pevvmk- TC D 7.0 PSF ORWG AM WAFACTLF" FROM 20 GAUGE SALVAKM STEOL tNLNS MD" SPACING REOVIRENWTS. Vw"S OTHUMISE No.3486 BC DL 10.0 PSF -ENS OTHUNTSE SHOWK —11M AEMITFOR40nS OF A"N A445 QfkADE A. NOW. IOP CHUM SMALL BE LATOtALLN SRACED LUMBER APPLY CSNNSCTOAS TO WIN FACES AT SACN JOINT AND LOCATE AS WITH PFOPOILY ArTACHED PLVNOOO SHEA.— T TOT.LD. 47.0 PsF o/A LEN. 22-1-8 wow. w-ARING wIl"m AM 41 "ONINAL imm Or flarrom CHUM WITH "Ism CETL"OR muct"s S.... OUR.FAC. DESsew sTumAnx CDmFmPm wrTH APPLICAOLS =I.OZI AS IFIED ON DESIGN DO NOT USE THIS ...... 1 .33 oms no OTK RPM. ONISIM%nl"FUM MAFOU"TNE&M LLIMWR� " " .,, - 11, SPACING 24.0" TYPE I —TPI-W&W PLATE INSTIT11TE. _NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CORSTFLCTION JOB: SK 9IN-23 T15 THIS QWG. PREPAREP FROM COMPUTEP INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X—LOC L—R: 0.29 5.86 11-43 17-03 21.63 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE f3 BC X—LOC L—R: 0.29 7.92 14.90 21.83 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. WIX4 "T" SPACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS F 6' D.C. SPACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN W) AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. REFER TO DRAWINGS AJO3 AND A104R FOR OVERHANG DETAILS. 4X4 1 . 5X3 T 2 . 5X4 3-4-5 3X4 2 . 5X4 2 - 5X4 1 . 5X3 r5 00 (A) T 6.48 2 . 5X4 2-4-3 12 f — 2 . 5X4 5X5 *NOTEII ! LEY L RETURN AND LEDEEP MUST BE ATTACHED -14-3-12 PRIOR TO SHEATING, I SEE DETAIL. ma 7-11-8 1-14-2-0 17-0-0_L5-1-8 22-1-8 OVER 3 SUPPORTS R=602f W= 3.50" P=t194f W= 3.50" R=5890 W= 3.50" PLT. TYP.—ALPINE SEQN-- 16890 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.2500 &PTNE ENGINE UCIL M. 1-5 REQUIRE r:XTRENE CAM DESIGN CRIT:TPI REF **IMPORTANT**ow-L may w Em ANYWARNING IN HANDLING ff=TION no �S` 'w, DEVIATION FROM THEME SMIFICATIONS CA=- T ON ANY SAACIM.SEE 'WT-7**.MACINS WOOD TRUSSES. .\\3s S./r. TC LL 30 .0 PSF DATE IO/Oi/9J THIS DESIGN OR MY FAMURt TO BUILD THE 1. COMMEKTART AM RECONN1904TIOHS�TPI). SEE .......... HOLMES 7. 0 PSF DRWG WITH THE IOUAL31Y STANDARD WIWI SY TVI. ALPINE ?Rn DESIGN FOR ADOMONAL,SPECIAL PERNA- t TC DL AM NANLFAMRED FROM 20 PAW G&VANIZED STEEL. NENT WACING REQUIRENENTS. UNLESS In ONTSE BC DL JO.O PSF —ENG OTHERWISE SHOWN NEETIINS REOUIREMtHIS OF %STH AAAS GRADE A.. 94001. TOP CHOW*W-L BE LATERALLY§AAA= No.348$9 1 LUMBER APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AM LMTV WITH PROPERLY A"A00)PLV SH"THING. o TOT.L.D. 47 EN. 22-1-6 -L7 T. .0 PSF O/A L HORD WITH RIGID CEZLINQ ON SPACING WHOWN. BEARING WIDTH$ARE It' WOKIMAL tPgZn OTHERWISE SHOWN. OOrTOM C ORSISW STARDOM CONFORM WITH APPLICABLE PMVIES30NS OF1:.W-ECtFIED OW MUM. 00 NOI USE THIS DUR.FAc. 1 .33 —Tft.TFW ;_74 ...... —1 wDs m in wm. ION WITH FIRE RETAMMOn TREATED R.. RID SPACING 24.0' TYPE PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR JOB: SK 9IN-23 Ti5 THIS QWG. PREPARED FROM COMPUTER INPUT (LOAUS & DIMENSIONE) SUBMITTE13 BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R: 0.29 6.53 12.76 19.03 21.63 BOT CHORD 2XA SO. PINE #2 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 7.92 14.90 21.83 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) JX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 5" D.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. REFER TO DRAWINGS A103 AND A104A FOR OVERHANG DETAILS. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PAREL POINT SPLICE. 4X4 1 . 5X3 2 . 5X4 T 3X4 4 4-5 2 . 5X4 2 6.00 2 . 5X4 1 . 5X3 (A) A) 2-4-3 6.48 12 2 - 5X4 2 . 5X4 5X5 *NOTEltt LEVEL RE7URN AND LEDGER MUST B�IATTACHED -14-3-12 PRIOR TO SHEA NG.1 SEE DETAIL. 7-11-87J4-2-0 22-1-8 OVER 3 SUPPORTS R=6061 W= 3.50" R=1169* W= 3�50" P=591# W= 3.50" PLT. TYP.-ALPINE SEQN-- 18891 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - OA675 PpomXIM INC. TRUSSES VE%nW-EXTflENE CAM DESIGN CRIT:TPI REF **IMPC)RTANT**5'44'L"LENFU-T"BEP'tSPUMIBLEPW ANYWARNING IN "ANDLINIL VIECIZON AND DEVIATION FMN THESE SPECIFICA1106 UP AW DEVIATION FMW VACING.SEE 'W-76'.COPACINB W=TRASSM ws S./r. TC LL 30.0 PSF DATE 10/01/91 .......... HOLMES W=DMIGN ON ANY FAIUK TO WnD THE TIRM IN CONFWAANCE CM901TARY AND FECOVENDATIONS—TIll. SEE 7 .0 PSF DRWG WIT"Tw WALITY SIANDAM MYS11' 9T TPI. ALPINE tOMECTOM TICS OESIGN FOR AWIT'JUNAL SPECIAL PONU- t TC OL ARE MAKFACTIM FrON 20 CAUSE CALVANUED STEEL tOLESS NEW MUCIND REWIFEMENTS. UNLESS OnEWISE NCL 348 VINEIMSE SH&M. MEETING"M11FEMEHYS CF ASW "AS 9MOE A. SOW, TOP 0070 94ALL BE LATERALLY FlACED 59 "BC DL 10 .0 PSF -ENG LUMBER APPLY CONNECTORS TO 50TO FACES AT EACH JOINT AND LOCATE AS WM PAM*XY ATTACHED PLYNOW 9WEATHING. I TOT.LD. 47 .0 PSF O/A LEN. 22-1-8 SMWN. WAIUNS WWYM Aj* "oK'jN&L UNLESS "t SUMP CHOM Wr7H fqrQw CMUNG OR ORACTNO OR OUR F 1 . 33 TPI tpmmn MIGH WITH FVE rCTAWANT TREATED R. VESISH STAMMS CMIFMM WITH APPLICABLE =15.El AS SPECIFIED ON 0018H. 00 MY tW THIS AC. 25�"o�--o"TWIRIS PLATE I CrFICATION FOR b�Gp CMM"XTION .......... SPACING 24.0 ITYPE JOB- SK 9JN-23 T17 THIS OWG. PREPARLP FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X—LOC L—R: 0.29 7.81 14.48 21.03 21.83 BOT CHORD 2X4 M PINE #2 N WEBS 2X4 SO. PINE 13 E3C X—LOC L—R: 0.29 7.92 14.48 21 .63 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (AlIX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS t 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. REFER TO DRAWINGS A103 AND AlOAR FOR OVERHANG DETAILS. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. I 5X3 4X4 IX3 T 5-4-5 3X4 2 . 5X4 2. 5X4 2 . 5X4 6.00 2-4-3 6.48 3X8 2 4 5X8 *NOTEitt LEVEL RETURN AND 1 LEDGER MUST BE ATTACHED I PRIOR TO SHEATING 1 21-0-0_j_1- 1-8 SEE DETAIL. 7-11-8.FJ4-2-0 22-1-8 OVER 3 SUPPORTS R=522# W= 3.50" R=1319* W= 3.50" R=5450 W= 3.50" PLT. TYP.—ALPINE SEGN-- 16092 FURNISH A COPY OF THIS DESI6N TO ERECTION CONTRACTOR REY 15.5.7 SCALE O. IB75 TRUSSES REQUIRE EXTREME tmE DESIGN CRIT:TPI REF **IMPORTANT**,AL.Apl.NE.EN.alwolED PRmucTs' INCNARNING IN "ANOLING. ERECTION 00 K"E9p7IBL FM ANY MVIATIONFRONTFM SMiFICATIONS ORANYDEWATION FROM BRACING.SEE 'W-75% WACrW WOW TAUSSM yj S..S...ic- TC LL 30 .0 PSF DATE iO/01/gi HOLMES TNn DESIGN OR ANY F&njff 71)VAW TK TAM IN CONFORMANCE COWNTAPY AND RECON14ENDATIONS-TPI)- ISE WITH THE 'DUALITY STANDARD GSM* BY TPI. ALPINE CONNECTORS TKS DESIGN FOR AWTrlrVNAL SPECIAL PERNA- 7.0 PSF DRWG t. TC OL ME W&FACiunm nWN 20 CAM CALVANUED STM UNLESS NlEW BRACING REGUrREMEN75. OLM OTHERNIZE 10.0 PSF —ENS r. �Nol.34869, 1* 12THERVISE SHDW MEETING OF ASTM AA415 . : BC OL GRADE A. SOW. TOP CHORD WALL BE LATERALLY Sam= I - : . LUMBER APPLY CONNECTORS TO WIN FACES At EACH JDINT AND LOCATE AS WITH PROPERLY ArTACN.PLYWOOD SHEATHING. �AT 47 .0 PSF O/A LEN 22-1-8 k A f TOT.LD. TWFININ SHDNN. BOTTOM DOW V7T" RIB"CEILING CA BRACING SHOWN. WARING WIDTHS AM 9' XWONAL UPCESS 0 USE 0019M STANDARDS CONFORM WITH APPLICABLE PRUVISrDNS OF AS SPECIFIED 0. MESID.. M NOT "as FAC. 1 . 33 M=AND-TPI IPCT) 01ESIGN WITH FIFE M7AVIDANT TREATED LUNE" YON ...... TYPE _YPI- TRUSS PLATE amirum. NOS- 1991 NATIONAL MIGN SPECIFICATION FOR NOOD 90ME ISPACING 24.0' JOB: SK 9IN-23 TIS THIS QWG. PRLPARED F`ROM COMPUTER INPUT (LgADS & DIMENSIONS) SLIBMITTED QY TRUSS MFP. TOP CHORD 2X4 SO. PINE #2 N TC X-LDC L-R: 0.29 7.81 14.90 21.63 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 7.92 14.90 21.63 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. BE EGUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SHIM ALL SUPPORTS TO SOLID BEARING. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. I - 5X3 2 . 5X4 T 3X4 2 . 5X4 6�00 2 . 5X4 2 . 5X4 6.48 2 4 3 J— 2 . 5X4 2X4 5X8 *NOTE! ! [ LEVEL FETURN AND LEDGER MUST BE ATTACHED 14-3-12 PRIOR TO SHEATING ! SEE DETAIL. 7-li-8- _J 4-2-0 22-1-8 OVER 3 SUPPORTS R=614* W= 3.50" R=11761 W= 3.50" R=596# W= 3.50" PLT. TYP.-ALPINE SEQN-- 18893 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0. 1675 AlYlW_EN63NEEFIED PMXPM TNC. TM)SSES REOMPE EXTAEW COE DESIGN CRIT:TPI RE **IMPORTANT**sNALL mn a w.PK*woLr Fun AmYWARNING rN HANDLIK ERECTION AND S.k tMALTION FWK THESE SPECIFICATTOM OR AW MYlATION FMM NkACJNG.SEE 'VWT-76%MUCINS WOW TPLMES: �os 4 30 .0 PSF DATE 10/01/91 .. ....... TC LL HOLMES TEMS VESION OA PW FAILIME TO WILD TK TINAM IN COW&VIANCE CGNWNTAW AM FIECM4ENDATIONS—TPI). off WITH YHE 'OUALITY STANDAM 0STUS' By Wl� ALPINEE TIUS DESIGN FM AMMONAL SPECIAL PEWAA- TC DL 7 .0 PSF QRWG AM WWACYU40 MON 20 GAUVE OALVAM2ED STEEL UNLESS NEW BRACING PEOUTFIE10M. tu.09 OTMNISE .r- N a.34 8,6;91' GTHEWME INDft MEETTHS FE=FIENENTS OF ASTM A445 SPACE A. WOW, TOP CHOW OWL K LAYBIALLY if".= BC DL 10 .0 PSF -ENG LUMBER APPLY CONNECTM TO WIN FACES AT EACH JOINT AND LCCATIE AS WITH PnoPEmLY ArtAcHo PLYMM SMATIGNA. c TOT.LD. 47 . 0 PSF O/A LEN. 22-1-8 9"mm, SEAlaws MOTHS AM 4' NOMINAL UNLESS GINEWISE4n. ON CtOM KrTH RlQrD CEILING ON VIACING DESM STANDOW CDW" lffTN APPLICABLE P;vvl9T OECTFIED ON GESION. DD NOT u ffs ....... DUIR.FAC, 1 .33 ��AND-M trun. YN FlPE FISAVOWM"T TIMMATED "14F 1 ITYPE -s M!TE rwTintm NUS- f=J NATr0NA.L DESIGN SPECIFICATION FM MW CONSTROCTI.. SPACING 24.0" 4- JOB: SK 9IN-23 Tig THIS DW(3. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY -TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.83 11.38 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE f3 BC X-LOC L-R: 0.29 5�83 il.38 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. REFER TO DRAWINGS A103 AND AIOAP FOR OVERHANG DETAILS, SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 2X4 A 2 . 5X4 2 , 5X4 6,00 B-2-3 T 2-4-3 2 . 5X4 2X4 2 . 0X4 *NOTEL' 6mRN AM LEvE LEDGER MUST BE ATTACHED PRIOR TO SHEATING t SEE DETAIL. —11-8-0 OVER 2 SUPPORTS— R=BB2# W= 3.50" R=521* W= 3.50" PLT, TYP.-ALPINE SEQN-- IBB94 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.2500 ALPINE ENGINEERED PFCCUM INC. Immms W-WIFE EXTREW WE DESIGN CRIT:TPI RE *)(IMP0RTANT**9mALL NOT SE AESP(MIDLE FOR ANYWARNING IN HANDLING. ERECTION AND V03.S"�$"-.,k TC LL 30.0 PSF DATE 10/01/91 DMAITION TIMM THESE SPECIFICATIMS OR AM OMMON FROM MACINS.SEE *DKT-W.WACI"r%DQ0 mvimm 4 MS M310H OR F HOLMES ANY FAn.UW TO SLOW THE TRAW 1"CONFUMUNCE COAVOENTARY AND PECOMMENDATINS"TPI). SEE VM THE *013ALITY SIANDMID DPW BY TPI. ALPINE CONNECTORS '"US DESIGN FOR ADDITIONAL SPECIAL Pow- TC DL 7.0 PSF DRWG uftca 1". %. AM MANUFACTIM FROM 20 CAM GALVANrfiD STM UK.ESS NEW BRACING FMnRENENTS. tft.ESS"VWX N&34869 B C DL 10.0 PSF -ENG MMMSE UVAK NEE"M OF AST" 44a WAVE A. SHOW. TOP C"NO%%LL BE LATERALLY GRACED LUMBER APPLY C"IECTORS TO 80TV FACES AT EACH JOINT AND LOCATE AS WTTN PROPERLY ArTACHED PLYNOW SHEATHING. TOT.LD. 47.0 PSF O/A LEN. 1-8-0 .Tollm T 10 S"M%. BEAR"wl"m AM 11,"OKIN&L UNLESS GTNEWM "MaN Cmm WITH RIM CEILING OR SRACtNC -.'e" It. DESIGN SIANDAMS CONFORM WITH APPLrCA8LE PROVISIZOWIN' AS SPECIFIED ON DESIGN. DO MY Um THIS RA TCH 6.0/12 OUR.FAC. 1 .33 Pi 'rN' oms AND v. , —TPI-w4w PLATE ifis"nuE. DESIGN%ftTH FIRE PCIAPDANT TMEATED LAMSER. .......... SPACING 24.0 (PE - a. 1993 NATIONAL DESIGN SPECIFICAT"ON FOR MOD CONSTRATZON --JOB: SK 9IN-23 T2P TUIS DWG, PREPARED FROM COMPUTER INPUT -(LOADS j DIMENSIONS) SUBMITTED BY TRgSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.01 7. J6 11.35 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 3.10 11.35 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. REFER TO DRAWINGS A103 AND A104P FOR OVERHANG DETAILS. SEE DRWGS. 130 & 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. ix3 A 2 . 5X4 4X4 3 2X5 (A 1) *NOTE111 LEVEL RETURN AND 6.00 LEDGER MUST BE ATTACHED PRIOR TO SHEATING 2 . 5X4 SEE DETAIL. 2 . 5X4 2-1 11-7-12 OVER 2 SUPPORTS R=661# W= 3.50" R=5201 W= 3.50" PLT. TYP.-ALPINE SEQN-- 18901 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.3750 ALPINE ENGI"EMU PrAmuc'm Im. TRJSSES"EWTRE ETHWHE CAM DESIGN CRIT:TPI REF **IMPORTANT)(*smALL maT BE RESPONSIBLE Pon AwWARNING IN wmxiw, warTim om -\%is S..t 30.0 PSF OA TE 10/01/91 I)EVIATIOW FRO"THESE SPECIFICATIONS OR ANK tM&TION FRON SRACING.SEE *SWT-76%WRACINS VOW MISSES: ....... .< TC LL IRS DESIGN OR ANY FAILME TO WILD TtlE YXJSS IN CONFORKWCE COMMENIARY AND FECONMENDATIONS—TPI). SEE �r HOLMES i F�ie el WITH THE 'OUALITY 91AMAM 9STIS' BY TPI. ALPINE CI)NNECTORS THlS VESISR FOR AWITIONAL SPECIAL PERNA- TC DL 7.0 PSF ORWG ARE MANUFACTURED FROM 20 SAUSE GALVAWM STEEL UNIESS WENT BRACING REOUEREMNTS. UNLESS OTHERWISE A No.349 VVIMMMSE SHOWN. MEETING PMI%El*WTS OF AZT" AA�% SUM A. SH"� TOP CWW SHALL SE LATERALLY I= BC DL 10.0 PSF -ENG I TOT.LD. 47.0 PSF.O A LEN. 11-7-12 LUMBER APPLY WINECTORS TD WTM FACES AT EACH JOTME L TE WITH PRVPlERLY ATTACHED PLYWOW SWATMm"pa. X" -' ML SMM. SEARING,W=VHS ARE V ROKINAL UNLESS 07 TOM CMDFW WITH RI9ZD CULINS OR BRACm R VERION SIANDOW CONFORW WITH APPLICAN-t i� 00 NOT tw THIS OR SPECIFIED ON MUSH. .......... -IN OVR.FAC. 1 .33 oft AM%TPI (PCTl ON WITH FM RETARDANT TREATED LUMBER. t r�," — I fr.xil - Alt.""Ri-D-vt " —TPI-TALISS PLATE IMM11TTE. NOS- 1995 NATIOMAL DESIGN SPECIFICATION FOR N=CONSTRUCTION ...... SPACING 24.0' ITVPF JO& SK 9IN-23 T21 THI2 DWG. PREPAREQ FROM COMPUTER INPUTALOADS j DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X5 SO. PINE #2. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.9A 6.87 11-93 16.72 21.50 26.28 BOT CHORD 2X5 SO- PINE tl Dense 31.07 36.13 39�06 42.71 WEBS 2X4 SO. PINE #3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.15 11.93 16.72 21.50 26,28 31.07 35�85 42.71 : Ti-2X4 50. PINE #2 N : :WI-2X4 SO. PINE #2 N BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC 2 11-09-12: 1 BLOCK 12" LONG - 9 16d NAlLS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. THIS #1 HIP DESIGNED TO SUPPORT 7' O� JACKS WITH NO WEBS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS, 130 & 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. PLATE MONITOR USED. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE, ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 5X6 I - 5X3 1 . 5X3 7XIO 7X6 5X7 1 . 5X4 5X7 7XB 7XIO 4X8 (C 1) r-13-- 4 X8 (C 1) Z"�z it i 6.00 wl NJ 6.00 T1 r�� 11 3 D I L--j 3X5 7XB 5XIO 7X8 4X7 3X5 'c�_Tx 5 (c 1) 4X7 HS412 HS412 3X5 (CI) 1 1 31-2-4 "40TEi i i 7-0-0_1 LIEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING SEE DETAIL. 43-0-0 OVER 3 SUPPORTS R=12920 W= 3,50" R=4550# W- 3.50" R=3345# W= 3.50' PLT. TYP.-ALPINE SE9N-- 16904 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 15.5.7 SCALE - 0. 1667 Ts' '"C' TRUSSES FIFOUTSE EXIIIENE CUE DESIGN CRIT:TPI REF **IMPORTANT**w'Au"w"Tw"NEw'"smNP7xr'_r Fm AmWARNING r. mANoam me-tioN AND .\\3s S.jr - DEVIATION FRDM I SPECrFICATIONS 0PANYDEVIATION FWN BRACINS.SEE *W-7V'.ISRACIND WOD 711LISSES: . .......... TC LL 30 .0 PSF DATE JO/01/91 HOLMES TMS DESIGN OR AW F&ILURE TO OVILD THE TRIM IN WWMWM COWIROTAIVY AND RECM45NDATIONS-TPI)- IM WITH THE 'GUALITY 91ANDAAD GSVW' By Tln. ALP01 CDWSMOM THTS M512K FW AMTICKAL SPSCM Pom- TC DL 7.0 PSF DRWG APE N~ACTURED FROM 20 CAUSE CALVANrZED STEEL UNLESS NEM SPACING PEGUITIEVORTS. UNLESS GTHEI'lluse t I ' &348 .0 PSF -ENS &P*W4ZSE SHOWN. NEETINIS PIEWAMENEhlys OF ASTM A446 INQUE A. SHOW, TOP CHOM SHALL BE LAVRALLY slahm BC DL 10 LUMBER APPLY CDMNWTOAS TO BOTH FACES AT EACH JOINT AM LUCA ACHED PLYWOOD SHEATIONS. Z TE A WITH 0 TOT.LD. 47 .0 PSF O/A LEN. 43-0-0 SHDW. NEAWNS WIDTHS AM 4'NOGNAL VNLnS 07"nSt it VW� WrMM=y gusto CEWHC OR 11RACING V SpeclZ"I'm 1 11 " OUR.FAC. J .33 PITCH 6. 0/ 12 DESIGN 91ANDAWS CDWVW VrTH APPLJCAELE PPIUMIM DF AS ON oESt9N. UD HOT USE THIS *......... -NDS ANID*m IF" CE3311"WITH FXPE MAMMa TREATED LUM". ..... - It"- : � -I...... SETBACK 7' 0" TYPE I �TPI- VMS KATE INST111TTE. WS - 1991 NATIONAL VESTSN SPECIFICATION FOR!M CMSVRMTIDN I I I f��P_:�_ JOB: SK 9JN-23 T22 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS fi-DIMF-NSIDNS) SUBMITTEE) By TRWSS MFR._ TOP CHORD 2X4 SO. PINE F2 N TC X-LOC L-R: 0.29 4.77 9.03 15.25 21.50 27.75 33.97 BOT CHORD 2X4 SO. PINE #2 N 38.23 42.7J WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 6.J8 11.81 21 .50 31 .19 36.62 42.7J ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SHIM ALL SUPPORTS TO SOLID BEARING. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCAT10N DETAILS. PLATE MONITOR USED. REFER TO DRAWINGS AiO3 AND A104R FOR OVERHANG DETAILS 5X6 3X6 5X6 3X6 5X6 3XB (Al) 1 . 5X3 1 . 5X3 3XB (Al) 12 12 6�00 0 6.00 3X4 4X6 3X9 3X5 3X4 3X5 4X6 31-2-4 -1 *NOTE1 I I LEVEL RETURN AND 9-0-0_125-010 �EDGER MUST BE ATTACHED - RIOR TO SHEATING1 SEE DETAIL. 43-0-0 OVER 3 SUPPORTS R=9021 W= 3.50" R=19941 W= 3.50" R=18130 W= 3.50' PLT. TYP.-ALPINE SEQN-- J8905 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0. 1667 ALPINE ENGINEEEWD PRDDUM� INC. TK)SSES 1EQUIRE EXTREME CARE DESIGN CRIT:TPI REF **IMPORTANT**SMALL MY SE R"PONSIBLE FDA ANYWARNING IN HANDLING, 0*-=IDN AM ."os DMATION FROM imm &-m FICATIONS. on ANY DEVIATION nwo SIRAZING.Sm lw-nl."ACING wow W&MM ............ TC LL 30 . 0 PSF [)ATE 10/01/91 HOLMES THIG U319H OR ANY FAIL%W TO WILD Ttt TMJSS IN MWORICARM COMIENTARY AND M:0NHFHDATI0NS—TPI). SEE ._-`llFic WITH im *SUALIm STANDARD Q9Tw* By TVI, ALPINE ComMECTOW THtS DESIGN FOR AWITIOmAL SPECIAL FTRHA- TC DL 7 .0 PSF QRWG ME War-ACTURED FROM 20 SAM GALVANIZED SIM UNLESS Wn 9RACIN9 REGUIREMENTS. tHESS DTHMISE IDIMMSE SHOW. MEETING AMAME94DM OF ASTM 16445 SPAM A. SHOWN. TOP CHORD SHALL OE LATERALLY am"Tv 869 BC DL 10 .0 PSF -ENG LUMBER APPLY CONNECTORS TO WIN FAM AT EACH JDIWT AM L=n AS WITH PROVALY ArTA0*3D PLYWOOD SHEA—"Grl T TOT. 47.0 PSF O/A LEN. 43-0-0 SHDft. "FARTHO WIDTHS ME A' WHI"AL UNLESS 0VHMVX SHOWN.1 WrTOM CHORD WITH RIGID C"UNS OR BORMACTING LO. 0316" 51ANDARDS CONFORM NIT" APPLICANLE PROVIlIONS OF1 AS 5MCIFTED ON UESION. 00 NDT USE THIS ...... OUR.FAC. 1 .33 PITCH VMS me Tpl acn. MMIGH wITH FIRE_RETARDAN'r"WATIM LINES. SPACING 24.0' —ipj -Twn PLATE iNsTrmm NDS - 299J NATIONAL DMIGN WMIFICATION FOR WOM CONSTRUCTION ITYPE JOB: SK 91N-23 T2� THIS DWQ. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSLONS) SVBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X—LOC L—R: 0.29 5.03 9.52 SOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 13 BC X—LOC L—R: 0.29 5.03 9.52 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. REFER TO OPAWINGS A103 AND AJ04P FOP OVERHANG DETAILS. SEE ORWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. IX3 2 . 5X4 2X5 (A I) 6.00 *NOT I I I LEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING SEE DETAIL. IX3 2 , 5X4 9-9-12 OVER 2 SUPPORTS R=795# W= 3.50' R=434# W= 3.50" PLT, TYP.—ALPINE SEQN-- 18906 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0,3750 ALPINE ENGINE tcTs. INC. IMMS AEWrFlE EXTREME CAM DESIGN CRIT:TPI REF **IMPORTANT**smu mT IN: W-Enm ANYWARNING IN NAMLIM EFIX71ON AAV ANY VEY)AIJORMMUM WECIFIr-ATIM6 Ws-1 TION WIACINS.SEE NMACINr WOW TRUSSER TC LL 30 .0 PSF DATE 10/01/91 HOLMES TNIS DWICR an ANY FAILUM 10 svnm THE IN C0141ENTARY AM FlECW4ENDATIW5—TPr). SEE WITH 7HE *WALIIY SIAMM WT98* ST Irl. ALPIM TNXS DESIGN FUR AWITIOWL SMIAL P0lNA- TC DL 7.0 PSF DRWG AFt NANWACMM FROM 20 SAM SALVANIZED STEM NENI BRACING REWAREMEM. LUESS OTHERWISE f Na.348! 59 *- . '-- BC OL 10.0 PSF —ENG OTHOMSE SHONK NEETIND AMMEMENTS OF AST% 44,6 BMW A. SNDWN. TOP CMFO SNALL BE LATEPALLY BRACED : : .1 T TOT.L SF,O/A LEN. LUMBER APPLY CONNECTORS TO DDT14 rAM AT tAM4 J011" AND LOCATE WITH PROPEMY ArTACHED PLI SHEATNING. 47 .0 P 9-9—12 9"DWN. SWUNG WIMM AMIE a' NfAQ"kL.UWMS aTtewrx SHOW. so"CM CMW WM RIGID CEILINGG OR VUUCI R z .. I. ...........* DUlR.FAC. DnIW- SYMMARCS CONFIVM WITH APPL.XCAV-E PRWTSIO"S OF1 AS gMrFIED ON GESION. DD MWOT =Nr 1 .33 6.0/ 12 IPITCH ITYPE WAM AM%TPI fftn. DE5100 NIT"FIFE FETARDANT TWA= --wl-mm PLAYE Immum 14M- 1295 NATIONAL OM16H SPECIFICATION FM NWD CONSOWTION ............ SPACING 24.0' JOB: SK 9IN-23 T?4 THIS QWG. PREPARED FROM COMPUT�R INPUT (LOADS j DIMENSIONS) SUBMITTED BY TRUSS MFR. -. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4-08 7.50 SOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 4.08 7.50 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN REFER TO DRAWINGS A103 AND AIOAR FOR OVERHANG DETAILS. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SPECIAL LOADS ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ------------------------—------------------------ SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TC From 74 plf at 0.00 to 74 plf at 7.79 BC From 20 olf at 0.00 to 20 olf at 7.79 Bc 550# Concentrated Load at 4.06 4X4 3X4 (BI) 6.00 2X5 (A 1) 6.00 0-6-7 *NOTEI I I LEVEL RETURN AND IX4 LEDGER MUST BE ATTACHED PRIOR TO SHEATING I SEE DETAIL. 7-9-8 OVER 2 SUPPORTS R=960* W= 3.50" R=62B* W= 3.50" PLT. TYP.-ALPINE SEON-- 18907 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0.5000 ALPINE ENSINEEFIED PFMUM INC. T"UMS TIEWIFE EXTIEW CAM DESIGN CRIT:TPI REF **IMPORTANT**smu NOT w mwoNsieLE rw AwWARNING IN kANDLim. mxTzoN AND s.if DEVIATION FROM IIIESE SPECIFICATIONS OR AM VEMATION F" 911AZIM.SEE 'Mn-W.WACINS NOW T"Llam ...... TC LL 30 . 0 PSF DATE 10/01/91 HOLMES nag DESIGN OR ANY FAILURE TO WILD TIE TAUSS IN COWOFMANCE COM14ENTARY AND FECOMENDATIONS-*TPI). SEE si I Fl�`-. W27H THE .M)ALITY STANDARD M116' RY M. ALPINE tONNECTOM WIS DESIGN FOR AWITIONAl-SPECIAL PwwA- TC DL 7 .0 PSF DRWG AM X"FACTURED FROM 20 GAIRE VALVARM 9rML UNLESS NEW DPACING WOMMENTS. UNLESS OTwwIsE OTHEMISE WON. NEETIND PEOMPOWNIS OF AST" A4146 MADE A. SIMM. TOP CHERO WALL VE LATMALLY DPACED BC DL 10 .0 PSF -ENG LUMBER APPLY CONNECTORS TO WTH FACES AT EACH JDIln ANO LOCATE AS WITH PROWLY ATUCHED PLVk=SWATHING. 47.0 PSF O/A LEN. 7-9-6 TOT.LD. SKOWN. DEAVOWS WIDIVS AIVE V HOKI"AL UNLIM 01 "a" CHORD WTT" MGM CErLyw on v%AcjNQ -eC,. R OMISN 9TANDAMS CONFOW WIT14 APPLrcAw-E AS SPECIFIED ON DESISH. 00 NOT USE THIS DUR.FAC� 1 .33 IPITCH 6.0/ 12 "M AM sm "Im. DESIGN IMTH"RE FlElAFMAT TREATED LINMR. 1 —TPI-IMSS PLATE INSTIMM- NOS - 1991 NATIONAL MIGN SPECIFICATION FOR WOOD CONSTAW" SPACING 24.0" ITYPE 0&-- w-- voj,��" OBLW 'SmIl 3. au . VO&A taL JjaA k-op,-.06 440 1000 VA or%05 dOWLIN dol O"A'14 ciall sv w 000"IWA 06" id, SO O"'p, ;0000��- IVA ds I$L. to V� Ovpo, to3 ,lap :'0 go ,A Ire VPZ b -0" 0 *L Lc)l LV #V,66-- V� �!...... ,33. sd c3tA -4sa L CO Asd oZ7 W3 a 3 -40 Id L..,L �60 IN 000 0 7 oo's 130 -All idQI COO -ASS -tv lost "417, L a-4 d3d-3053 tA 40 Ov uA00 0 -.00 '04 ao L Slopk C.L1,400, 0 SSI 4,3s do sdiAs SiOk 1.09 -AG Q3.OV3.0 'do os V,)Lz otiOVAO -314 -atAld -GS -atild .0s z -00 -#Ajd Is asulao a,3uo,3 �td OZ 00,14 eo, q;a ild s O-A 10 le Id OZ 0-4 00.0 12 .301—Y. id vt 6z. .31 l;� - .-1 00 qq, 70 ,v G9 S JOB: SK 91N-23 Ta6 THIS QWQ. PRZPAR�D FROM COMPUTER INPUT (LQADS & DIMENSIONS) SL!BMITTLU -BY TRUSS MFR� TOP CHORD 2X4 SO- PINE #2 N TC X-LOC L-R: 0.00 5.65 9.10 807 CHORD 2XA SO. PINE #2 N WEBS 2X4 SO, PINE #3 BC X-LOC L-R: 0.00 2.04 9.10 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. REFER TO DRAWINGS A103 AND AJ04A FOR OVERHANG DETAILS. SEE DRWGS. 130 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. 4X4 12 6.00 6.00 IX3 2X5 (Al) T 1-3-9 2 .5X4 2 . 5X4 1—10—12 5-7-12 *NO T LEVEL'6ETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATINGI -0 �-4-12 OVER 2 SUPPORTS SEE DETAIL. A-826# W= 3.50" P=2431 Wm 3.50' PLT. TYP,-ALPINE SEON-- 18912 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15,5.7 SCALE 0.5000 ALPIW F,001*06 PFMM INC. mmn W"K Exmw CAM DESIGN CRIT,,TPI REF :**IMPORTANT**3"AU M"K IeSPONSVU FM ANYWARNING IN "mmim. emilum 00 M"ATION FWN THM MCIFICAT194 OR ANY OMATION FFM MIACING,SM *9"-75'.ONC04 VOW TAU"m TC LL 30.0 PSF DATE JO/01/9i TOM MICH OR AW FAIUM TO$V=TK TRW IN COWWAWa COMMARY AND WCOMOM-flWO-M). 6K )c to HOLMES v""Tw a^UTY STANDOM QVIS'WWI. ALInW C"C"M WM DMIGN FOP AWrr=WL VIECIAL PE00- ll� TC OL 7.0 PSF DRWG AW KOWAMM FACM 20 CAW OXV04M STM UKM **M 9WIM f"W"MMS, VMJM OUtWISE - - No, BC DL 10.0 PSF -ENG �lw 10am mnm fmaleam or *51""A owo A. imm. mp Cmw w"LL at"Tomay W&M : - , NOTH PAW AT IAM J010ff NO LCC&TF AS WM XWOMY ATTUM FLYWOM OftTHIM _s mc ;@ -4-12 IsLos o"emm so 11 DDY'lam C"m Uri" Ws"cmtw M,p"lls TO7.LO, 47,0 PSF O/A LEN. 9 RICN5 OF AS SMVM ON OMIM. M Wn UM THU ow IPT mm rim WINDAM TWATV upw%� DUP.FAC. 1 . 33 TCH 6.573 2 SPACING 24.0' ITYPE JOBA 5K 9IN-23--T27 THIS PWG. PREPARED FROM COMPUTER INP T (LQADS & QIMLNSIQNS) SUUMITTED QY.TRv 5 F V . S M R TOP CHORD 2X4 $0. PINE f2 N TC X-LOC L-R: 0.29 5�04 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO, PINE f3 BC X-LOC L-R: 0.29 5.04 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FROM ONE SIDE-- 4' V OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' 0* OF SPAN FRAMING TO THE TC/BC SPLIT ALL PLATES AREXENTERED ON JOINT UNLESS OTHERWISE INDICATED. GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 72 PLF SEE DRWGS. 13W& 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. IX3 6.00 2. 5X4 T 1-3 9 r-1 u �4 2X4 2 .5X4 5-4-0 OVER 2 SUPPORTS R=3479 W= 3.50' R-347f W= 3.50" PLT. TYP,-ALPINE SEQN-- 18913 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.5000 FE EX. CAW DESIGN CRIT:TPI REF **IMPORTANT** m?M I'AWMARNING 'lw"NmAWwLlW"#, EX010i AM DEVIATINFROKYWE ffTCTF=tlVMS CRAWMY14TION "M GFIACIMS.SM *WT-75%011"DO WOOD INJOES �"A\\>s TC LL 30.0 PSF DATE 10/01/91 Mtow OR AW r-AU.M TO W-W Iff tft=IN COMFOAXAMM COMMON"AM SK HOLMES THIS wm THE *UW-tTY STAMM QSTW*#Y M. 0,MME COMP&CIM Un OESUP FOR 4XIMONAL MCIAL PEN" TC OL 7.0 PSF DRWG NX MuwACw" FROM Re "ARE wv*xram "mL uo"m NETO 00"Im pcavm"m� UMLM OTHEIVIN BC DL -ENG -14%, MWnW I I VOWM OF ASW A40 OMAM 4. NOW UP CMOM 104ALL K LAMthLA V IMACIOD NO,34 9 10.0 PSF -AC0 AT&AM jQjMT 00;�W T MACHO PLvww 11MR.A71111K : . M f TOT,LD. 47,0 PSF 0/A L -4-0 al= ;C"m WITH ram CEUIM OR A N. 5 'T"Ml F 7 -'rl OF AS $MVIED ow am$". GO Mir "a Z' OUR 6.0/12 W"eAtO FTME MINIM I—Z IL �FAC, 1 .33 IPITCP I SPACING SEE ABOVE TYPE JOB7 SK 2IN-23 T28 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS M1FR, TOP CHORD 2X4 SO. PINE #2 N 7C X-LOC L-R: 0.00 4.05 7.26 10.71 14.15 16.71 19-23 B07 CHORD 2X5 SO. PINE #2 WEBS 2X4 SO. PINE 03 BC X-LDC L-R: 0.00 2.04 4.05 7.30 10.71 14.04 16.71 19.23 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2 COMPLETE TRUSSES REQUIRED F===:z - ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. FASTEN TOGETHER WITH J6D NAILS SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TOP CH 16- D.C. WEBS ----------------- 4" D.C. STAGGERED REFER TO DRAWINGS A103 AND A104A FOR OVERHANG DETAILS. BOT CH ------------------ 8- D.C. NOTE: (1) 1/2* DIA. THRU BOLT MAY BE SU13STITUTED ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. FOR (2)-16D NAILS IN BOTTOM CHORD ONLY. SPECIAL LOADS -------------------------------------------------- TC From 74 plf at 0.00 to 74 plf at 7.23 TC From 140 plf at 7.23 to 140 plf at 11.79 TC From 74 plf at 11.79 to 74 plf at 19.52 BC From 20 p)f at 0.00 to 20 P)f at 6.90 BC From 275 plf at 6.90 to 275 plf at 11.79 BC From 250 plf at 11.79 to 250 plf at 19.52 BC 865* Concentrated Load at 6.90 BC 450# Concentrated Load at 7.23 4X8 4X8 2 . 5X4 2X4 2 . 5WAI) 3X12 12 6.00 * 5X4 3 2 7��'6- ) 4 4X X4 5 00 2X4 6X4 3X7 2 . 5X4 3X6 -2. 5X4 2X4 1-10-12 *NOTEI I 7-2-12_1_�-11-6 _L5-4-0 LEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING 1 19-6-4 OVER 2 SUPPORTS SEE DETAIL. R=34411 W= 3.50' R=3153# W= 3.50" PLT. TYP.-ALPINE SEON-- 18925 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.2500 ALPIKENRIWEPIED PFlO0tC75. INC. 7FUSMS AEGWFIE EX7WNE CARE DESIGN CRIT:TPI REF *NIMPORTANT*x 9"LL KOT K FAMP"ISLI F01% AMWARNING IN KANDLIM SIMEON "v 40 DEVIATION FWN UM SPECIFICATIOW OR ANN OEYIATION FAM PVZING.SEE W-76'.OWACINS WOW 7wissm .......... TC LL 30 .0 PSF DATE 10/02/91 HOLMES THIS DESIGN on ON FAILUM TO WILD Tw WAM in MWO1111AHM COWMAM AmplECOMENDATIM-TP11. sm WITH THE 'QUALITY 5TANDAW 0571111' BY TPI. ALPINE CONNECtOft TM DESIGN FM AMITSONAL WECIAL PEWA- f`J TC OL 7 .0 PSF DRWG ME KUWAM"ED MON 20 SAM GALVANIZED WIM UMJM M41 OWING WAMTEW11M. OLM ISE OTHM111 BMW. blEFTINS MMfifW*WM OF AWN AA46 GRAM A. SHOW UP CHORD SMALL WE LATM"Y WMM No.34BS9 BC DL 10 . 0 PSF -ENG LUMBER AF-PLT =TM TO 9014 FAM Al 1EA01 JOINI 00 LOC:w a mom ��v It'"ACHM PL"QOO SWAIRIM A TOT.LD. 47 .0 PSF O/A LEN. 19-6-4 9001114. WAMNO NIO"G AM 4*NOMINAL UNLEn(IT"MIN WIT" RIOw CE11.04 up 110"00461 R OESION PAMOM COWOM WITH APPLICANU 1114OWWOM OF AS 11PECTFIED ON Oest". 00 POT UIE TMS �OR OUR.FAC. j - 33 PITCH 6 .0/12 "M 00 IPC71. OMON WITH rIAE WTAM09D)AM TWATM 7 f 01 *7p, a�� ..f1fiD"Ll SPACING SEE ABOVE TYPE --TPI TWAS PLATE INSTIMTE. NOS - 1991 HAT29M M)ON SMIFIgATION FM MOD T am .......... JOB- SK 9IN-23 T29 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2XA SO. PINE #2 N TC X-LOC L-R: 0.29 5.53 10.77 BOT CHORD 2XA SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 5.53 10.77 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FROM ONE SIDE-- 5' 0- OF SPAN FRAMING TO THE TC/BC SPLIT OPPOSITE SIDE-- 2' 0* OF SPAN FRAMING TO THE TC/BC SPLIT ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. GIVING A TC LOAD OF 130 PLF AND A BC LOAD OF 35 PLF SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCAT10N DETAILS. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 2 . 5X4 iX3 2 . 5X4 n u 3-9-9 3-9-9 Ini ul 3X7 2X4 2X4 11-0-12 OVER 2 SUPPORTS R=862# W= 3.50" R=862# W= 3.50' PLT. TYP.-ALPINE SEGN-- 1891A FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.5000 WINE ENGINEERED PpODt;CTS. INC. IMMU REGUIRE EXTREME CAM DESIGN CRIT:TPI REF N*IMPORTANT-X-x SHALL winat:w-vasmou rim AwWARNING IN KANDLING. ERECTION "ID ............ DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM IlRACING.SEE '90!7-75%IMACINS WOOD Twism ."oss'It T HOLMES THIS DESIGN OR ANY FAILURE TO DO=THE IN CONFORAWACE COMMENTARY AND AECONMENDATIONS-TPI C LL 30 .0 PSF DATE 10/01/91 SEE VfT"THE 'gUWJ7Y STANDARD 09TO' BY TPI. ALPINE CONNEC. THIS DESIGN rOR ADDITIONAL SPECIAL PFARA- TC OL 7 .0 PSF DRWG AM WAFACTURED FROM 20 SADIE GALVANTM STEEL UNLESS NENT SAACING REQUIREMENTS. UNLESS OTHERNISE r-i OTHERVISE SHOW NEMNS REGUIREHIENTS OF AM A446 GRACE A. I*IONK TOP CHORD SHALL 9E LATERALLY No.31869 BC DL 10 .0 PSF -ENG LUMBER APPLY CONNECTORS T0,WIN FACES AT EACH JONI AM WITH PROPOLV ATTACHED PLYWOOD INEATHMNS, KARINS NXMM ARE A'ROKINA&UNUM OTHERN 47 . 0 pSF 0/A L SHOWN I WrTQM CHORD WITH RIGID CEILTOWS 0 TOT.LD EN. 11-0-1 2 3 4 5!:5:�:d MISN STANDMOS CONFORM W17H APPLICAMU PRDVI AS SPECYFIIED ON DIESION. DO HOT 7 .......... DUR.FAC. 1 .3 f6EPTH I DESIGN WITH FIRE REIARDWT TREATED LumwR. D- CDNSTR� T TFAAS PLATE It fSTTM NOS- 1991 NATIONAL DESIGN SFECIFICATION FOR WOOD CONSMiCTION SPACING SEE ABOVE ITYPF JOB:_ SK 9IN-23 T30 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- TOP CHORD 2XA SO. PINE #2 N TC X-LOC L-R: 0.29 1.45 6.09 10.77 BOT CHORD 2XA SO. PINE #2 N WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.29 6.09 io,77 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. S30 G 160/16GA-F FOR TYP. PLATE LOCATION DETAILS. 4X4 IX3 IX3 2 . 5X4 6.00 n u In u 3X6 9 2 . 5X4 2X4 1-5-0_1 9-7-12 11-0-12 OVER 2 SUPPORTS R=493# W= 3.50" R=493# W= 3.50" PLT. TYP.-ALPINE SEQN-- 18915 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5,7 SCALE 0.5000 NS TRLOSES REWIFE EXTREME WE DESIGN CRIT:TPI REF SHAIX NOT BE HE"mwtcm INc'WARNINO .4 S.,� A... **IMPORTANT**ALPINE E INEEwD ..,fOA AM IN HANDUNG. cRuTION AND DEVIATION FFOR THESE SPECIFICATIONS CA AW DEVIA710M FFON SlWIHG.SEE "SVT-7S*,INWING WOOD V%rmm T LL 30 .0 PSF DATE 10/OJ/91 c HOLMES 'VMS DESIGN OR MY FAII-M TO lUII.D THE IN CONFORMANCE COMORTARY AND FIECDHMEND&TIONS-OPI SEE I- .rTm THE 'aAkj"STANDLRD WTW* In TPI. ALPINE CONNECTORS THIS OU16N FOR ADDITIONAL WWI.PEAN01- TC DL 7 . 0 PSF DRWG ARE VAKFACItM MAN 20 SAM GALVANrM STEEL UNLESS NEW OWING PEOUPOENTS. UNLESS OTHEAVISE OTNERNIGE SHWL HWTINS FE94RENWIS OF AGIN"46 SPACE A. SHOW UP CHORD SN&L BE"TERAU't OWED BC DL 10- 0 PSF -ENG LUMBER AlPLV CONNECTORS TO IOTH FAM AT EACH JOINT POD UXATf AS WITH Y ATTACHED PLV SHEATHING. SHOW. MANINS'"ID. ANE A* NORMAL tPLESS affamm um "Im cEww 0 OWl"s TOT.LO. 47 . 0 PSF O/A L N. 11-0-12 APP DESIGN OUGAM COMM" WITH -ICAUX PADVISIO IFIED ON USSION. DO NOT M THIS OUR.FAC. 1 . 33 PITCH 6.0/1 fp" DESIGN WITH FIRE FVTAADANT"WATED UNGER.. -"Tftw PLATE INSTIBM NOS- 1991 NATIONAL DESIGN$FMCIFICA.TJON FOR NOOD am ....... SPACING 24.0' TYPE awa Lao 01 w 0-,-Vw StOL 14L Od tit 00 UO 1"S cis -0 Ito -do 'Ito 0 a ;Oaw 03, lot j Sol -33S' vr ."I IS woo ,Gov ..w,* k1al 4 Goo LV VA 0 isd V -4sa L 4 . 0* 0 d '.It Id 00OG OC' Z 00,9 3-Is S Oc-� SVI_'�d do:' SO-:04 of' S V Y.Z 3tiw ciol. 1 .41116 LtA 3VAId 0 S V,%Z QdW3 -30 30 0 SS 0 -31AId ,Q yZ -ISIA�3" 14 Z# -IVA I d -as 14 -'a-I .0-A-)t sia cd 31 es. 6Z, Ot JQQ7 SK giN-2� T32 TtJIS QWG. PREPAREP FROM COMPUTER INPUT (LOAD-5 & DIMENSIONS) SUBMITTED BY TRUSS- 11FE, TOP CHORD 2XA SO. PINE #2 N TC X-LOC L-R: 0.29 5�09 9.90 10.77 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 5.09 10.77 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED, SEE DRW`GS- 130 & J6O/J6OA-F FOR TYP, PLATE LOCATION DETAILS. 4X4 JX3 6.00 6.00 IX3 5-9-7 2 .5X4 Ll 3X7 2X4 2 . 5X4 9-10-12_1�-2-) 11-0-12 OVER 2 SUPPORTS R=493# W= 3.50" A=493# W= 3,50" PLT. TYP.-ALPINE SEQN-- 1B917 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE - 0,3750 **IMPORTANT**"Emelpim-mmotm im. man reawrl "DOE cm DESIGN CRIT:TPI REF 9WLLW7WfC5P0=ft.tFM AwWARNING t* womm nm-rzm on 5's 4 �.. MVIATION Frbm IHM OWMIMATUM OR AW GMA"OK FFON DWINS.SEE *Nff-79%WACIM NOW 7mom. ......*.... TC LL 30.0 PSF DATE 10/01/91 lK%WMIGN(A AW FAIUM TO K=TW IN CWMWANX MOORAW AM HOLMES WIN WC*UJAUTY WAMM—W BY YK. ALPIW COWMM TM MBIGH nP AWMOK$I,FIECIAL MOO- TC DL 7.0 PSF DAWG AM KVAFACr.M FWN 20 OMME O&VAMM WM UKJ= 4M WWI#&FEMMEMMM. tMM 6T~8KE lu MCN43t WOM MMY3M OWWAP"n W AST9"M WWX A� SWOk TW CHM MOLL K L"ATUMMMULA NPUM NgL 34869 1 SC DL 10 .0 PSF -ENG Mftlr CONFUUM TO UWN FAM Al EAW J011"AM LWAW AS Wrrfi PRMXY MACHO PL"WW NHUTMW J�c 0 an.va m W A TOT.LD A7 .0 PsF o/A LEN. 11-0-12 kbt ITYPE An PITCH WrIt"mm wrlm -MLICAKI PFVWMU AS WMZFtW ak 0=9M. W MV M TM DUR.FAC. 1 .33 SPACING 24.0" 6-0/2-4 DUN"W"W F, PCIAKAW TMAM LUMB". rm mm cl IA V'T 2C '92 3 12 'T 0.00 .29 12'92 lr j._k_(3C 0.()o 2 OA er #-2 Igo V, so. pltkE #2 t, 'VevivasEoti ,a)LA pItAE #3 ()1 ()r r"09D 2yA So P114E L .TOP r so. 30,14, Sol f f 09, -TE' 160/Irpok— P�.J' , 1"30 & 1,103 Ic A)�4 ly 30 ZY,'5 i5)�4 0.3-750 R__453f 3.50 VE'4 15.5. "Ef C3 '.IPI 5 t)ATE 3 CXSE 'e;p -1 C '�.\ � . pAQ t'r,14f-t, W-15 C'j; OtACISI WXY93"St A of oc 41 '�zti..* f ARA J()l 3 . -To 5 Iso-, VETO- tjo. $J� Ati-- woo ovc,"OV-00TSE 0 W"'Clta mc ""L 901 UAOO 000 4110, V-01W moos. SIP VE L � . VAL,,,wo 06= ..", sw- *no va , 'W OOM 10,06D��as was ....... v IN IVKL- ""Ps"( 01 ow 1p�j 91 gowwr F "A — vw JQQ- SK 9IN-23 T34 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2XA SO. PINE 02 N TC X—LOC L—R: 0.00 3.72 6.93 11.81 16.44 BOT CHORD 2XA SO. PINE #2 N WEBS 2XA , SO. PINE #3 BC X—LOC L—R: 0.00 2.OA 7.OA li.81 15.4A NO WANE, KNOTS.' SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS #1 HIP DESIGNED TO SUPPORT 6'11' JACKS WITH NO WEBS. THE PLATE CONTkT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWINGS A103 AND AJ04R FOR OVERHANG DETAILS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/160A—F FOR TYP. PLATE LOCATION DETAILS. 4X8 IX3 4X5 n NNOTE1 I I LEVEL RETURN AND LEDGER MUST BE ATTACHED PRIOR TO SHEATING1 SEE DETAIL. 3X5 T 2X5 (A 1) 3-9-9 6.00 2 . 5X4 3xlo 2 .5X4 2X4 1-10-121 6-10-12_1__?-10-0 16-8-12 OVER 2 SUPPORTS R=1875# W= 3.50* R=1531# W= 3.50" PLT. TYP.—ALPINE SEQN-- 18920 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.3750 No M. TRUSSES REQUIRE EXIMENE CUE ...... DESIGN CRIT:TPI REF WALL NOY BE RESPO pmmm I WARNING I SS4. **IMPORTANT** ALPINE E ]NEERED NSISLE FOR ANY IN HANDLING, tFwx,.ICN AND ANT DEVIATION FROM SRACING.SEE WT-75%(BRACING DEVIATION FROM THESE SPECIFICATIONS OR WOOD INUSSES" ....... TC LL 30.0 PSF DATE 10/01/gi THIS DESIGN OR ANY FAILURE TD WILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDATIONS �TPI). SEE -%.Ij . -i.,-r' TC DL 7 .0 PSF DAWG HOLMES WITH THE GUALITY STANDARD OST99' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL ARE WAFACTURED FROM 20 CAM GALVANIZED STEEL UNLESS NENT SPACING REGUMENENTS. UNLESS OTHERWISE No.34969 OTHEAKI SHONK MEETING REQUIREMENTS OF ASTM A40 GAME A. SHOW UP CHORD SHALL ME LATERALLY SPAM BC DL 10 .0 PSF —ENG LUMBER APPLY := TO MTN FACES AT EACH JOINT AM LOCATE Y ATTACHM PLV NN D :: 1 47 SHOWN. MEANING WIDTHS ARE 4'NOMINAL UW-135 OTHERWISE SM F:MNYTH RIGID CEILING on TOT.LD. .0 PSFIO/A LEN. 16 DES16N STANDARDS CONFORM WITH APPUCAOLE —VISIONS ON DESIGN DO NOT =THIS ........ DUR.FAC. I L3--�LPITCH E).0/12 TP3 OCT). E RETARDANT TREA —:-j- ."!- SETBACK 6' IJ" ITYPE F2", -' Tram PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION 'T lb.A4 00 9.04 AA 9�1 PA6 Tc 0.00 -��OA Aj()AA Fcp o',fRVAmlG ),ioB mc 11F, 11�2 j.2 N Y, 1141DIr A sE 43 l"Epv(jslE E)E-1 RD )(A so P114E 0 -V JON C)p c So. SC ()CN OC) C vVD A ot, pLAT 60 135 CetA-r[FFkEDlDA-f: FOR G5. j6 SE-F- 4Y,4 1 -5)�3 00 4)�4 15)(4 4 lss-f��Ott.40"1 Ao4eD 3%A6 Lf-vejj; WSlWT14Gl -TO SVV set S=633* *= 3 SCPLE - c).3750 V 15.5.7 RIEF /()�/ql 0 ON TE 10 I 10 -f C Ll� 30 -0 ;A�jr, gEs COE S.K. 7 .0 PS tAG VIZ 3.50 of 1141 WMAW IM . .....;ez, -TC Dl- 0 P � Iro-b- copli MMlw. LES 0 12 0 A-. 5C p C�4 3 ISE - tit. VR%CEV F YPE GE Vnew I "W SIVIA M—SIV -4 WACO o Two "IS -W,"pawts 100a 24.0 ,.Atlw SE LK olfwals, "EW SIP smz'ot A-m- ,00- Pl- $no- . go- VVLV A�T" 1,11 CE10"S WE 1,S I. an W" vas tasig" 000- 'S" 04 a- Ov o- ...... =�osltooao VOW OF 08 ,To t oc 1p 72 jo.93 13 AA jrD,AA -�k"At* Del'\'�'S or, 0.()0 0 �.j()Ag F(p t3Jf OC �03 r )k-t- A 13, 10 *2 -TED #2 VAD vk*ISE IDO�"-5 \I Ct&D �%A $G. kog.�.�s A TIE \,00 ej� so. 301 ��Bs S r 16 Al- At.� SEE 3)�A 2 .50 wel 3-rOfa 3-B 3.50' 33 4 Of V 0 IR 'P5F -Lo c IPSf 'Tc env: ls� 0 COE te. 1psf %- 0 OWN- ......... -TC IF 0/A DES ov Is ow-a" 0 ps, C�A ;Ways�. IBC o,P.j SIA )W,- iL 101 . 'go. . 33 IF ISE IL t. ,, VE, ,.r .F �,A co .0 A OV Ylw �t�- '40 P, 0-1-1 go 'a VOW O'Aa 100 pl� "0% 1 I sVD O�L" "Ol **IWO to ,xio,m IVI. IV -IW'100—M ..,A Tot JQQ- SK 9IN-23 T37 THIS QWG. PREPARED FROM COMPUTER INPUT ILOADS C, CIMENSIONS) SUBMITTFO BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.00 2.OA 7.23 12.27 BOT CHORD 2X6 SO. PINE 01 Dense WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 2.04 7.23 12.27 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN (A)SCAS BRACE, SAME SIZE, GRADE AND LENGTH AS WEB MEMBEn. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ATTACH WITH 16d NAILS t 4- D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. SPECIAL LOADS --------—------------------—--—-------------- TC From 74 plf at 0.00 to 74 DIf at 12.56 BC From 20 p)f at 0.00 to 20 plf at 7.23 BC From 330 plf at 7.23 to 330 plf at . 12.56 BC 900* Concentrated Load at 2.13 5X8 6.00 2. 5X4 (Al) 2X4 (A) 2X4 *NOTE! I I T LEVEL RETURN AND TACHED ro.00 LEDGER MUST B AT PRIOR TO SHE51NG SEE DETAIL. 1-3 2X6 6X4 6X4 I—J 0—12 1 7-2-12_]__�-4-0 12-6-12 OVER 2 SUPPORTS R=2225# We 3.50" R-1605# We 3.50' PLT. TYP.-ALPINE SEGN-- 18924 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.5.7 SCALE 0.5000 Xw EXTRENE CARE DESIGN CRIT:TPI REF I MPOR T ANT *'V'AL NEwTWj"%AmE3PON'SllLf FOR 'AXY'WARNING 'INMANOLKINk V=TI0N NO eel DEVIATION FROM THM SPECIFICATIONS ON ANY DEVIATION FFM SAACIN0.8m '007-73'.WRACINS WOW W951W. AM BEE TC LL 30 .0 PSF DATE 10/01/91 HOLMES vas DE""OR uff FAww To smw THE Miss [if COMNENTANY q, WITH THE 'RALITY STANDAM MTW*NY TK. ALPINE CONNECTOrd TM CESION rOR AMMONAL SPECIAL PM - '-0,; "'% '. TC DL 7.0 PSF DRWG AFE U&NMACTUsED FRON 20 SANDE G&VANIZED ' itj 11 STEEL UIUM NEW W"ING NEOUIRENENTS. MESS OTHERWISE DINEWaSE MUM, NEETINS NIGUMENENTS OF ASTM A446 GRADE A. SHOWN, TOP 0010 SNAA.L K LATENXLV INUXED NO.34869 BC DL 10.0 PSF -ENG LUMBER ANPL, w-mms To am Am AT sun awff Am nu S TOT.LD 47 .0 PSF O/A LEN. 12-6-12 .�A PPWWLT ATTACHED PLYWOOD BNEATN314L ,C"OND UM "GIO CMM an w"INO DEMNS VIO"AM 4* MONAL UNLM OTHEM t�4- 0 DESION SIANOMM CONFININ N17W AMUCARLE PROVISIONS OF AS SPECIFIED ON OES19N. DO NO uK"as DUR.FAC. 1 .33 PITCH 6.0/12 ft=me.7n tp"). DMION WITH PINE RE7ARDANT TPXATMWM UMER. -m-Tpj - PLATE INSTITVTL SPACING SEE ABOVE TYPE 2W WDS- 1991 WAMM6=10N PECIFACAIJON FOR!=CONVIRCTIONNI I mmud & 0611AI OF BUILDINS "E"T CITY OF ATLANTIC SWW,'" LOCATION IN FORMA TION PERMIT OR" INIF ATION -2 20, OCZANWALK DRIVE WEST r4itit Numb r: 5,173 Addrepst 3 z ' SEACH, FLORIDA 32233 Permit Tylbet UTILITIES IC ass of Wo rk i NEW ------ LEGAL DESCRIPTION 010ok s sectioh; onstr. Ty t CONCRETE Lots r posed, U et SING LR ,FAMILY R N6% 0 10 I Codes 0 SubdIvisliobt ,00EANWALK imated Vialuot 4 1"ptoti. Cost: $0.00 41 Total . *458. 96 Amou $4580 n + THRInA M F_ co R APPLICATION FEES 4 - - �i ATION "PERMIT $0.00 Aj dress, ALK DRIVE W T WA IMPACT FEEpom, $0.00 H, FLOR-1 4 1 pIi GA#-H. R. S. $0. 00 NATION ------- -RADON GAS 5% $0. 00 Oft PA mime t U L :11WER TAP �SZWER TAP 00 xyDRAuLxc SHARE $0.0b Type: 0 M-INSPECT FEII� 21AIWI C`* H IMPAC N E& 6t)0"c ALL CONCRETE FORMS AND FOOTINGS MUSTBE INSPECTED BEFORE,POURING NOTIC9� PERMJTVOID SIX MONTHSAFTER DATE OF1SSUE LD,ING MATERfAL,RUBBISH AN D,0,EBRIS FROM TH IS WORK MUST NOT BE PLAC ED I I N PUBLIC SPACE,AND MUST BE EARED UP ANDI�HAUI_el)AWAY BY EITHER CONTRACTOR'OR OWNER, 'FAILURE 0 COM PLY WITH TH E M ECHAN' ICS' LIEN LAW CA RESULT IN Rw-OW ER PAYING-TWICE FOR UI *01 13 UE0 ACCORDING TO APPRO'VE0 PLANS WHICH ARE PART OF THIS PER _Mw M111TAN0]SU, REVOCA14ftWOR QFAPPLICASLE PROVIS 0 S Of:LAW. N ODI A NTIC BEACH B JILDING DEPARTMENT J. 44 42 Azlee QUO APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME_- (9— --------------------- MAILING PHONE NUMBER cc- DATE- _nL--- SERVICE REQUESTED- ----------------------------------------------- SERVIC E LOCATIOH_-2j�-_21�1 ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS_- --- TO BUILD. DPT- ---------------- DATE OWNER NOTIFIED--------------------- 4) MAR 19 1992 Building and Zoning 0 SANTEIRO CUSTOM HOMES CRC 046871 March 11 , 1992 City of Atlantic Beach Building Dept . 800 Seminole Road Atlantic Beach Fla . 32233 Atten: Don Ford Re : Finished floor elevation lot 43 Oceanwalk As directed during our telephone conversation of March 9 , the finished floorelevation of lot 43 Oceanwalk ( 2320 Oceanwalk Dr . West ) is approx. 35 . 2511 above the crown of the road . This measurement was taken directly in front of the entry door on Oceanwalk Dr . West . Sincerely: E. A. Satt&iro 44 MAR 121992 Buii'�Jiiig P.O. Box 51301 0 Jacksonville Beach, FL 32240-1301 Office (904) 247-8468 Digital Pager (904) 630-6111 CITY OF AW4441C Ve4d - 57&$44 BN SEMINOLE ROAD ATLANTIC REACH,FLORJUI)A 32233-5445 TELEPHONE(904)247-SSOO FAX(904)247-SMS NOTICE To: Water Department City of Atlantic Beach Date: Please be advised that the final building inspection has been completed an each of the following addresses and construction water 16 no longer required: Permit Number Address L -------------- ------------------------------------------- -------------- ------------------------------------------- -------------- ------------------------------------------- -------------- ------------------------------------------- -------------- ------------------------------------------- Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager PIZIC ,e QL APPLICATION FOR WATER ANDIOR SEWER TAP APPLICANT NAME-,- �/-,z ----------- MAILING ADDRESS- PHONE NUMBER-_.;r DATE --------- SERVICE REQUESTED--�ZL �L�', --------------- - -- -- ---------- ------------ SEqVICE LOCATION ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS------------------ TO BUI,LD. DPT- ---------------- DATE OWNER NOTIFIED--------------------- CPR L�l FEB 19 1992 Building and Zoning BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH 4-709 ATLANTIC BEACH, FLORIDA 32233 APPLICATIO-N FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Appkant to complete all items in sections 1, 11, 111, and IV. Street Address: t/jt7 j aa .aZj-& LOI�ATION OF Intersecting Streets: Between 'Ad —And .01 BUIL' DING Sub-division 111. 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 w ith the attac�Ipd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein, Notes of Mechanical Contractors Conkractor (Print) Norio of wlle f,&_a_1.Agce4 aw it Master 4a Property owner 6.JVA_)4'jAj 1:1 /.i(#A e--10 Signature of Owner Signature of or *#fhoehed Agent I Architect or Engineer 1111.� CKNIERAL INFORMATION B. Type of heating fuel: IS OTHER CONSTRUCTION BEING DOME ON S_Allectriic THIS BUILDING OR SITE? C3 Goa—E3 LP 0 Natural 0 Control Utility 0 IF YES. GIVE NUMBER OF CONSTRUCTION C3 00 PERMIT (A1571 1,13 O*or — Specify IV., ,MICKANIM 1119UIPMINT TO It INSTALLM NATURE OF WORK (Proviale complofo$at of components an back of this form) Residential or Commercial 0;�Oat 0 Space 0 Recossec! MC-C*nftl 0 Flow M_-New Building 0-�Conditioning: E3 Room 1111—Control Existing Building 1111--auct system: �Me "aje — Th; Imeas foris 0 Replacement of existing system r to- Meadmurn capacity 7— 4.fm. E?�-�ew installation(No system previously Install I ed) 10 Rom"ration 11 Extension or add-on to existing system Cool'ing tower capacity g.pm. 0 Other — Specify 113 Fire sprinklers: Number of heads 0 Elevator 0 Monlift (3 Escoloto (number) T141S $PAC* 001t OFF= USj 014LY C) Gasoline pu pa (number) (Roosi"od) (3, Tanis .(number) Remarks 13 LPG contain (number) 0 Unfitted pressure vo" Permit Approved Daft A3 Sellers Other Specify Permit LJOT ALL E%LIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT cap ty A 0: NUMber U31ift D"Cripu0n No"Number Manufacturor (TOM) �2f:Y.� A��/49 65�1 MATING - FURNACES, BOILERS, FIREPLACES COWRY A"MV*9 NumberuAlts Deftription X04el NUMber Kmufwtww (ftui /0-0 95 'T"Irs �y X=d Cftndty Type Liquid Nam*at Serial A 00ntabnd manutwturw No. 47 091PARTMENT OF BUIL CITY OF ATLANTIC'SE,ACWH L TION ------ -------— LOCATION, INFORMATION PERMIT INFORMi f*rmit Num�er 1 4709 Addi�"s4 2320 OCEANWALK DRIVE WEST ATLANTIC SEACH, FLORIDA 32233 Permit T*pe: MECHANICAL LEGAL DESCRIPTION ---------- �,l&as of Work- NEW 'k S Section: Constr. T pe: WOOD FRAAl Lot v SINGLE PA14ILY Townships RNG; 0 Proposed 'a I Codes ' 0 Subdivisions OCEAKWALK lotimated Slue: $0.00 Improv. *Oi0O Total $55.00 Auo $5501 00 % A AIR IN ,NAW RESIDENCE N vmaip, ,l "'My 'ON FEES "ATION APPLICATI PERMIT 055.00 4d NW`ALX:',6RIVE WEST FE $0.JDO W J`4 T, FLOR;*�,,,A��;13; �o S 4 aUll �4 P lk Wei 410 -N. R. S. $06 0 T T OIFORAAT'�XON RADON GAS - 5% $0.00 AP $0 PO Names A R IN OERS IN Ck, Kcfr, MO. TAP, $0 ,00 YbRAtjLIC SHARE 00 &�-INSJPkct FEE, a Trype s 0, RI d $ Fit: C. Aft VTREIr N E :j, NOTICE,,-ALL CONCRETE FORMSANO FOOTINGS MUST BE INSP,,E0*j!,l6 OEFORE POURING PERK41T VOID SIX MONTHS AFTER DATE OF ISSUE A' 17 ILDINOMATERIAL,RUBS ItHAND DEBRIS,FROM THIS WORK MUST NOTIBE P A ED IN PUBLIC SPA E,AND MUST BE 1 _ "T � , I L''Cl , I C �'EAREDUPANI: HAULEbAWAY BYZI HER CONTRACTOR OR OWNER, COMI IfAMURE �LY WITH THE M EC HAN ICSIP�1,16NLAW CANAESULT IN 1-: ' t2 tm,00, NtSa" E PRO RTY�Q"RPAYING TWICE FOR BUIL OVEME 4ji�*,'jWYEs IM7/91 TINE: W Rx EDACCORDING TO APPROVED�PLANS WHICH.ARE PART OF THIS PERWfAN-0 S Bi Av U EWWEVOCATI �q , ON:OF-APkJCABLE'PROVISIONS OF LAW. A R: Mp AT NTIC BEACH BUJLDI,NG DEPARTMENT L ....................., 4750 'DEPARTMENT OF BUILDING CITY-QF ATLANTIC REACH -NION INFORMATION --------- --- PERMIT INFORMATION ------ ------ LOCA P prial t Num6'er 4750 Addremal: 2326,' OCEARWALK 'bRIVE WEST T' ' Ott MECHANICAL ATtANTIC REACH, FLORIDA 32233 ----------- Mass of Work: NEW LEGAL DESCRIPTION- ---------- onstr. Type.- WOOD FRAME Lott Block Section; r posed , L�se t SINGLE FAMILY Towbabip.- RNG. 0 o ellings i I Codet 0 Subdivisionv, OICZANWALK timated Value: $0.00 improv. tost z $0.00 Total 1 26.00 Amou 26.00 D a W W tork OUTLETS, WATER WATER USATEkETC. APPLICATION FEES MATIOk - i PERMIT *26. 00 A WALK 'DRIVE WEPT Wgj A CrT FFEE�e $0. 00 Al CH, FLO*10, 01 S FEE 4 if P e" , e.14 0 RADON GAS-114, R. S. $0.00 T 0 NFORMAT�pm ----- - RADON GAS� - 5X , $0. 00 ante WATER TAP $0. 00 AtAN, -,-RLf6.""COURT' V-SRS17Y SEW TAP $0. 00 j A411f TILE, PL 32217 HYDRALILIC SHARE $0.00 ce Type.- O � PECT,FEE -Q, do 0 SVC.�'H r1t AC tE ES: E- NOTICE,—ALL CONCRETE FORMS AND FOOTINGS MUST 13E INSPE�CTND BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE B)ALDING MATEqiAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SEPLACED IN PUBLIC SPACE,AND 'MUST HAULED'AWAY BY EITHER CONTRACTOR OR OWNER %EARED UP A�Nq AILURE, 0 COMKYWITHTHEMEC IF LAW, CANRESU HANICS' LIEN E PRO ATY 01N OWNER PAYING TWICE FORSUIj. *PROVEM EN OMN Iffikit: ALM* XD ACCORD N13 TO APPROVED PL AN$ WHICH ARE PART OF THIS PERMIT�AND SUSJJ REVO C LATION OF-AP LICABLE PROVISIONS, OF LAW. ' f ATt ANTIC BEACH BUILDING DEPARTMENT 71,A.4'1" �77 BUILDING AND ZONING INSPECTION DIVISION V CITY OF ATLANTIC BEACH ATLANTIC BEACH. I'LORIDA 39233 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUM13ER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: nr 0 X&�'- 1�illlm LOCATION OF Intersecting Sfr"fs: letiion And WILDING sub-464;0" 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcvo statement we hereby agree to pe4c,m sa;d wo-ii .ilk the attacked plans and specifications which or* Is part hereof and in accordance w;0% the C;ty of JacksorivIl'a 04"arces &�j s'd-:28-cs of good practice listed therein. Nome of Mechanical Contractors Cqasroc,'� I print)- C&� Master Home of hoperty Owner �asfwro of Owner Signature of Avtkoritosl Agent Architect at Inghliter Ill. GENEM INFORMATION A. 6, Type of hoisting W: 19 OTHER CONSTRUCTION BEING OONC ON 0 aschic THIS BUILOING OR SIT 7 U kA— go C3 q (3 Notitral 13 Central Utility IF YES. GIVE NUMBER OF CONST UCTION 0 PERMIT C3 Oth" — Spisitily IV. mqCKAmjCAL Wur~TO 15 INSTALLM NATURE OF WORK (pow,;&tompleilis go of compowts 00 back of this 11orml 0 Residential or H Commercial 0 Has# 0 Space C1 Rogan" 0 Central 0 Floor Now Building 13 A;r Ciendrtmai": (3 Room 13 Central Existing Building 0 Dect Syrtem: mateAs' IWAS90— 0 Replacement of existing system Mosimom capacity 1W Now Installation(No system previously installed) 0 Extenplon of add-on to existing system C3 Ro4i"re6on 0 Other — Specify 13 Cooling ftvw: C8111004itY J3 Fire spoinklors: NVMW of L-A. D Elevator 0 M44ft 0 Emls THIS SFACII FOR OFFICS USA ONLY E3 soniins, —Iftumber) (L"eliodl C) (mimber) Its"rh 29 LPG co-!@ism('*-�—Numberl E3 U*&Od Prift"M (3 1 " Permit Approved Do E3 00W — $WAY Permit Fee UST ALL EQUIPMENT AM CONINTIONM AND REFRIGERATION FQUWMENT Approvtog Number V&ffA DwerlpUon Me"Number wenurde"r WAnNG FURNACES, BOILERS, FIREPLACES CA"dty Appmvft f Nunabor Units n!$rIPU0R XWal Number Manufacturer, (8m) Agency –2)_ A-66 TANKS Sm Mmy Nawba oRpsielty Type Liquid Name at serw a" Dhommims Containeill No. c Permit No.: AWax Folio No.: 169463-1086 NOTIU'E OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL SS: THE UNDERSIGNED, hereby gives notice that improvements 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: 1. Description of Property (legal description and street address if available): LOT 43, OCEANWALK, UNIT THREE, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 42 , PAGES 74 , 74A, 74B AND 74C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. XXX OCEANWALK DRIVE ATLANTIC BEACH, FLORIDA 32233 2. General description of improvements: A SINGLE FAMILY DWELLING. 3. Owner Information: a. Name and Address: BRUCE M. FULTON AND CYNTHIA A. FULTON 8025 BAYMEADOWS CIRCLE E. #1806 JACKSONVILLE, FLORIDA 32256 b. Interest in Property: FEE SIMPLE c. Name and address of fee simple title holder (if other than owner): 4. Contractor (Name and Address): SANTEIRO CUSTOM HOMES P.O. BOX 51301 JACKSONVILtE BEACH, FL 32240 5. Surety a. Name and Address b. Amount of Bond: $ 6. Lender (Name and Address): FIRST UNION NATIONAL BANK OF FLORIDA 214 HOGAN STREET FL0614 JACKSONVILLE, FL 32202 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7, Florida Statutes (Name and Address): 8. In addition to himself, Owner designates Ingrid Thompson of FIRST UNION NATIONAL BANK OF FLORIDA* to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: *4348 Southpoint Blvd. , Suite 100 Jacksonville, Fl 32216 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): Sworn to and subscribed before me this day of August 0 Ow BRUC�E'Y. SIVIUL N Nofary Public Owner CYNTHI FU My Commission Expires, W014ARD T. hFirMilt-J1EAD DPS 682 MY 3 IKINUED T111t, NUIARl PUMIC LNDh11A'njrj�j,,.,: 4 9 09P tNT 00 BUILDING C Y Of:ATLAN E4 IT Tic a --- PERMIT INFOR14ATION ------ --------�'LOCATIOX INFORMATION --------- P iormit� Num;er; 456,9� Address't12320,.,QCEANWALK DRIVE WEST �ATLA I NTIC BEACH, FLORIDA 32233' Permit T kl I(ew LEGAL DESCRIPTION as$ of W jr onstr. T WOOD FRAME Lott, SlOckt Section: roposed se: SINGLE, FAMILY Township; RNG-z 0 ellings: . I Code: 0, Subdi,�isiont OC9ANWALK $0.00 ti*ated lue Improv. at: 00.�00 -00 Total:, ok; tl' �$64. Amou' 4�64.00 APPLICATION ,FEES ATION: , PERM-IT :', $64. 00 PAC,,T WEST , A WALK,, DRIVE PRIO W�� A W lion el't P 4 g RADON bis-H. R'. S. *0.00 ----- -- RA00k OAS 5% T KFORMATION $0. 0 Name T ST, EVT A�dfieia I SZWEk JACK LLEP F,L :�2'211 HYORAULMSHARE a 0 T 1 0 W-I,NS0gZT Fm 404-0'0 ype T OTHER ES: A� NOTICO,-ALL CON'CRET-E FORMS AND FOOTINGS MUST BE�IN SEfORE POURING Opa PEf'4Mf*:V'OID SIX MONTHS AFTER DATE Or IS �ILDING MATEIRIAL,RUBBISH AND DEBRIS F140M THIS WORK.MUST f4OTLt3E'0LAC#D IN PUBLIC SPACE,AND MUST BE EARr BY EITHER CONTRACTOR OR OWNER. , EDUPAN HAULED AWAY liro Cd A NPLY"WITH THE AN!C S"Lft IA.._ ' AN RE ILURI MECH ',W W'_ ' P" Su IN AVOW y TOR SU"AMPROV MEN, _14 14F�A ING TWICE E I LIED ACCO`Ra�MGTO:APPOOVeo,PLANS WHICH ARE PART OFTHIS PERMiT,AND SU TO'R T1 N OF AP PLICA v LE PROVI 816k&OF LAW. NTIC BEAC EPARTMtNT H 7 4 S 0 CITY OF ATLANTIC ,,BEACII APPLICATION. FOR P.L U MB I N G PERMIT 1i-,�JQB LOCATION o7W t�e 40,�rs 7 14). im PLUM-BING CONTRACTOR �-J: !4;,,'�,'LICENSE NUMBERS 0 OWNER T7()tTe>f3 BUILDING --kp e SApTic-tzo CTOR LDC C CONTRA TYPE OF BUILD ING SINKS SHOWERS I.e WATER 11EATERS ::!,,.!,...;:'1 LAVATORY DISHWASHERS BATH TUBS X4 URINALS DISPOSALS ' -WASHING I'lACHINE CLOSETS FLOOR DRAINS OTHER -4 COUNT OTAL FIXTUAL ' 13 o I! oemp -4 it 4- /5 S TALLATION OF PLUMBINC AND FLXTURE S MUST, BE, IN ACCORDANCE WITH MOST BE CENT EDITION OF THE S 0 UTI JE RN S TAN D"A RD PLUMBING CODE 10 TI 4 rkFLORIDA ENERGY EFFICIENCY COD500� /A �ru FOR BUILDING CONSTRUCTION FORM2�5�W Section 9—Residential Point System Method Climate Zones Department of Community Affairs NORTH 1 2(j PROJECT NAME BUILDER: AND ADDRESS: PERMITTING CLIMATE 1 2 3 Y3 OFFICE: ZONE: OWNER: PERMIT JURISDICTION 4111� NO.: NO.: (.1 NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION THIS SUBMITTAL PREDOMINANT FT M EN VE4HANG FT SINGLE- SQ. SINGLE- SQ. MULTIFAMILY ATTACHED CHECK THIS SUBMITTAL PANE FT PANE =SENTI A WORST CASE [PORCH OVERHANG DOUBLE-[::�. DOUBLE- SQ, SINGLE-FAMILY DETACHEDE3' CONDITION: E] LENGTH FT PANE FT. PANE 7T7 FT NET WALL AREA AND INSULATION EXTERIOR MASONRY 8 EXTERIOR FRAME R EXTERIOR STEEL R EXTERIOR LOG R so. ,,. [!q I I I I ISQ M I so. M FT. I ZqC FT FT.' FT. ADJACENT MASONRY 8 ADJACENT FRAME R ADJACENT STEEL R ADJACENT LOG 0 so. so. so� SO. F T_� FT 14�t FT. In I I I I 1 11 FT 1 11:1 1 1 1 R FT, CEILING AREA AND INSULATION U 4.q- FLOOR TYPE AND INSULATION UNDER ATTIC R SGk As�E�y R SLAB PERIMETER R R ISE11 WD 0 CON D R Q so. FT 4T 1 F4T FT 11� ID DUCTS COOLING SYSTEM HEATING SYSTEM HYAC CREDITS NOT WATER SYSTEM HOT WATER CREDITS IN F�CEILING FANS E?ErE—cTRjc UNCONDITIONED 2-CENTRAL ELECTRIC STRIP 2rHEAT SOLAR: SPACE R El ROOM NATURAL GAS PUMP F�CROSS VENTILATION [I NATURAL GAS S.F. = [I -M 7 PACKAGE TERMINAL ROOM UNIT OR HER HEAT RECOVERY(CHECK) 'T El WHOLE HOUSE FAN D OTHER FUELS DEDICATED IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL FUELS A71C RADIANT NONE HEAT PUMP: SPACE R El NONE HEAT PUMP El NONE BARRIER E-F, f. COP/HSPF1 jj� EIMULTIZONE N��BER OF SEERIEER '5 AFUE EF DMS J5f INFILTRATION X 100 PRAC;TICE�U�SE ,20 ,3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1 171 #1 E #2 D #3 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify h calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Florida Energy Code. ore Sn''-'ion is comp fhls� will�bejnspected wi,;� S S r SEP 12 Salcomphance in accordant.' a i�o n'53.908,F. PREPARED BY: DATE: I hereby certify that this bodpig is I th the Florida Energy Code BUILDING OFFICIAL: OWNER AGENT: ?7.— DATE: DATE: Aft lb FLAMDPLAZU DEVELOPHENT INFORMATION Type of Developments------------------- ----------—----- -------- Flood Zones— X Required Lowest Floor If building Is located wl thin a flood hazard zone* a survei Must be made AFTER TUB SLAB HAS BEEN POURED* certifying that the LOWEST FLOOR ELEVATION to equal to or above the base flood elevation established for tbat zone. No final lnopwctlon will be end& and no cert$9-1cate of occupancy will be lonu&d until the, survey to an Viis, with the Building Department* COMMENTSt X understand that the Annuence of Applicant Acknowledgements upon the . above Information being thist permit to contingent correct and that the plans and ou ting date have bee or shall Z agree to comply with all applicable be provided an required. provistions of Ordinance, Xos 25-7-11 and all other Laws or ordinances effecting the proposed developm&nto Date-/�L�.2j ....ApplicantOss 91gnatur*-.-.(--�----------- ------------ -------------�m---------e-------- Department Usw Required Lowest Floor Elevation ----------------- As suilt Lowest Floor Elevation ----------------- I Survey Filed with Building Deportees t �---------- ------------ De-p-art-ment, Representative page 3 V(T/ OW CITY OF ATLANTIC BEACHs FLORIDA APPUCATION FOR UKTRICAL IMMIT ( t A '7 TO THE CHIlF ELECTRICAL 1INSPECTOOk RAFORTANT NOTICE: IN CONSIDERATION OF PIENOT OWEN FOR DOING THE WORK AS DESCRI1110 NO THE FOLLOWING- WE HEREBY AGREE TO PERFORM SAID WORK IN - DANCE VOITH THE ATTACHED pLANS AND SPtCIFICATIONS. WHICH ARE A PART HEKOF,AND IN ACCORDANCE I THE UACTNCAL ItIEWLATIOW COO[S Allo CITY OF ATLANTIC BEACH ORDINANCEL 4,&Y. zlz&�, c-e--)*c, --- , I c IELMRW&FIRM: m"Taft lksmam mamma MURNSYMAN &od NAIN vcdAw- i,"w4t, ,de fro swo.azil ormim: - REL( tkl '-AFT.I I COWL'i I IN= MIW 1 OLD 1 1 "EW ( 1 ADDITION I TWUM I I TNW- *G" t 1 SERVICE: NEW ANPAIR I I I I -ALML p WTCH go m"Nal A o lxw IBM W . w mw RMEWAY laity "906"s No. IND. SIZE CONGSALID Open TOTAL TOTAL SWITCHas FLU002191twilk V. Amm Flxwo 1 04 AFMIAPICKS . I I I IMLL T AIR NPlkATWG M.P.RATWO co"DI O"I"a cow.100TOR OTMERMOTON AWS ILHEAT: KW4flAT 0.1 H.P. VOLTAGE "a 00. VOLTAGE PHS rMINLELZMEOU- S TRAMilrOWERIk UNDER m V. OVERMv. NO. KVA lKVA N EACH SIGN ��Tmo- VA. MA. 11III SMTC14 FLASPIEP O.NEOPITRANW. 4 FORWARDED TOTAL CITY OF 4&4^4-0 Office of Building Official REQUEST FOR INSPECTION Date Permit No. L/ Time A.M. Received P.M. 011—stric-1 C &-)l C-,c Job Owner's Name Contracto--.:��z BUILDING tbNCR ECTRICAL PLUMBING MECHANICAL Framing 0 �Fo.tlnCg��Rtugh Wiring 0 Rough Cl Air.Cond.& 0 Re Rooting 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel Cl Fire Piece 0 Pre Fab 'A _,�FOR INSPECTION A.M. Mon. Tues. Thurs. Friday—P.M. —A.3k, Inspection Mada P.M. ? Inspector- Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4"& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time kM. Received 0 d, District No. Job Address Locality 0," ,"n:r', N BUILDING CONCRETE ��EL!ECTRIC PLUMBING MECHANICAL Framing 13 Footing 11 Roug Iring E) Rough 0 Air.Cond.& 0 Re Roofing 0 Slab 0 Temp Pole Top Out 0 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday-P.M. inspection Made 67 �A.M- I Inspector Final inspection 0 Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR RKTRICAL MMIT To THE CHIEF ELECTRICAL INSPECTOW. DATI:-.— IMPORTANT NOTICE: IN CONSIDERATION OF KOM OWN FOR DOING THE WORK AS DESCROKO Of THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WOR IN WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF,AND IN WITH THE ILgCTMM REGULATION%CODES A"D CITY OF ATLANTIC SEACH ON004ANUL Zvi A 74V X- lt c- IL ELECTRICAL flW- 9LDG.w REL V4-�AFV.I I COWL I PUKICJ "MA I I New 1--r Raw.( AVDITWN I I TRAILER Tow.71814m Ila FT. SERVICE: NEW(�Xlvcxmw IIPAIN I I Comoll"m I AUN-1 A,"� VMUN go MIA a -5/& RACMNAV- 01-8-12 8 111 V-an-- .. =A�t:_'ilp" iw ml RMEWAY FEEDERS no. on INO. am 100. SIZE LIIGHTINQ OUTLATS CONCEALED ON* TOTAL AlbLU jjM� COINXALIP lom I TOTAL OWITCN" FLUMUMINT&Kv. FlX4D 0.1" a. I - --L— AFMIANCUS . I I ULL TRANSF. AIR NfflRATWG NJP.RATWO CONDITIONING COMP.MoTOR OTHER MOTO10 AWl CRIL MEAT: KW44LVAT 0.1 MOTOR$ H.P. VOLTAGE NO. VOLTAGE ms mosell"MAWNE ous- P-0 &I VOL TJVAAifr0MWft tw"RMV. OVIRMV. "70. - KVA 111"0. IKVA NO.NEON TRANW. No. VA. MOTOR aza IWIT FLASHER EACH SIGN FORWARDED TOTAL c -n ii�M*ATLAN KATI fix A-HWALK DI iT �Addro live *F. C� 23l *Jt 445' I BEACH* pwkle,6A 322-33� "T1 � DESGRIPTIQK ---------- L;GAL sectton� ot: no r* t T, WOOD, f4 L Rue d OMANWAL)t Codell V, volue: I*P;rpv* dost: 00 Total Aso ul ''0 4 01 pose VIRM fill 74 N It 1 010 ,�ZP ' "A,14.1 Q P* XAT1011 FicM $92-9. LZA #1 A; drosa 41, OW sill RA W "S 0 5% *09 (;As #0 p 'L 322 NY Ift-AULZ WtARE *0.' 04 r""* �_ C SP -T 9,E lw4 --l" "7" EJ�-ALL CO R AUST" 140 is"T -OPOOTINGS111 PER�=M SIX MONTHS AFTER D, 'ISSUE T ST BE C D LDING.MATERIAL,RUBBISH AND 00fitt"F,OM THIS WORKIMUST NO 8E ,U SPACE,AN AULED AWAY B ti WN k ACTOR OR �N A D' A 0, ONTO UP,, N, T We' t,t4, 0 cc RE,MEC HAI 'IT-H T L ""N""itAW CA AMU Nicsl 1"i's I E , on, Jetft! *w c J!F�,Jn 0" J*Ostov Uk"N R I 'ANDSLISJ p 3"TO.APPROVED PLANS WHICH ARE PART:Of T IS PERM�T REV, ICASLE PROVISIONS,.QF LAW, SUWJNG P j �DE A ITMENT Address. P ,-3d-0 C E� ,�,o w,*4 V-z- F- s, . Heated Square Footage - ,5-,3--cQ-- r sq ft - per sq ft = $ /0, (,z V mok '? $ @ $ /�7 __per sq ft Deck --___per sq ft - $ Patio @ 6 0 per sq ft - $ 9 TOM VALUATION: $ ZX 1,L1 g, -41 Z& Total valuation Ist /0,) 6 Ll 7, Fmainder Valuation 3. per thousand br- portion thereof -------------------------------------------- ADDITIONAL PERMIIS and/or FEES REQUIRED Total Building Fee + 4 Filing Fee Mechanical Fireplaces @ 15.00 $ Pluribing BUI[DING PERMIT MM Electric/No,; L-------------------------------- ---------------- Electric/Tmp septic Tank BUI1,D= PERMIT $ well NEM CHARGE 0 0 S,Amning Pool SiM IWACT FM $ _ /0 j S'--c 0 Sign MM IMPACT FM $ — 63-0 -08 Water Comiection, HISCEUANEDUS 7 E36 Seder Connection Water Meter Elevation Qertificate GRAND 70M DW ---------------------- ------------------------------------------------ CALCUA17ONS and/or NOM A Aw ENERGY DATA SHEET FOR JACKSONVILLEo FL. NAME DATE JOB ADDRESS EPI 1. Type Insulation In walls R Value 2. Type Insulation In ceilings Batt . R Value 30 Loose FIJI _R Value Sky Lights Sq.Ft.— Knee Walls I Sq. Ft. 4-Noto�No loose fill Insulation will be allowed on sloped ceilings or coiling areas considered Inaccessible.. 3. Type Insulation for wood floors. R Value # 0 4. Concrete slab edge Insulation ? R Value 5. Insulation R Value around ducts In conditioned ace 6. Type heating system j4e.PT rn z) HSPF g AFUE 7. Type cooling system ? BEER' 8. Type hot water heater _EICC, QC, Ef. q0 Heat Recovery Unit Solar Dedicated Heat Pump DT_ SC _ST_ 9. Type glass In windows and doors DO J- 10. Type exterior doors? 11. Are the dimensions of all windows and doors shown? - 11 not provide this Information on a floor plan,elevation or In a schedule. 12.$lie of the roof overhang? 13 Ceiling fans In all bedrooms and primary living areas? NO 14.Is a multi-zone AJO system to be used7 15.Cross ventilation In main bedrooms and primary living areas 7 A.) 16. Is the bulldln,g oriented on the Olot plan yvith a compass direction ? -if not, drawin on the plot plan. 17 Is there a whole house fain (attic-type(an with OFM Rating of 3X the conditioned floor area)? 18. Infiltration package # 1—1 # # 3 19. Attic Radiant Barrier? (See 9-E). I certify that the above Is the correct data used to calculate the EN on thejEnerW WFosyb tted,and will be Incorporated In the subject job. Signed: S CITY OF 4&4^4'c BemA- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time� "C". istric Received P.M. I No. JobAddress Localit Owner's N —Contract qUILDINQ---' CONCRETE ELF T-_ 1 —' �PLU�81 � MECHANICAL Framing 0 Footing [3 RoughWiring 0 Rough 0 Air. Re Roofing 0 Slab 0 Temp Pole U Top Out 0 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPgC�� A.M. Mon. Thurs. Friday P.M. MARO*s* 5 1992-wed Inspection Made J Inspector Final Inspection tlfi��te.of C�c CITY OF 4&4a,t'&0 Office of Building Official REQUEST FOR INSPECTION Date z Permit No. Time ..... v =71%. Recei ed District No. ,Q-Y;R I Job Address Locality owner Is oe�� Z6Name ---- Contractor -SU'ILDING CONCRETE ELECTRICAL PLUMBING A�ECHANAC DA�7 Footing 0 Rough Wiring D Rough 0 Re Roofing 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel 0 Fire Place xz��-t,-le� ;%/ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Jav A.M. �riday Inspection Made P,M. Inspector Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4a4-c Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received C, P.M. District No. -!q e57e-e-r-gi -ae'Vile ht,- 4,01 � Job Address Locality Owner's . Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 Rough Wiring 0 Rough 0 Air.Cond.& 0 Re Roof I ng 0 Slab 0 Temp Pole U, Top Out 0 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPECTION C�A.=M Mon. Tues. We�. Thurs, kA A.M. -)Sot' Inspection Made P�M. -e Inspector Final Inspection 0 Certificate of Occupancy Date 233-- 1-5`1?:3 III I 1 11 on on" 11111 (Itlertift'ratr of Orrupaury CITY OF &0A- Rai& This Certificate isszied pursuant to the requirements of Section 109 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 followill'u. ton Use classificat, —Bldg.Permit No Group —" Type Construction —Fire District '01� crofBvilding "IA 'A B ilding Address 3 (I By: imid,.8—Oki.l Date: ftWT IN A CONINPICUOUB 0"C9 41 a aw CITY OF 4&4^4*c leat:4-0;Aw d- 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Z/1 Time A.M. Received P.M. District No, 3 Job Addm0s' Locality Owner's Name —Contractor BUILDING CONCRETE ELECTRICAL PLUMBING J�E .�CI�ANICALO Framing 0 Footing 0 RoughWiring 0 Rough 11 Re Roof Ing 0 Slab 0 Ternp Pole D Top Out 11 Heating Lintel 11 Fire Place Pre Fab READY FOR INSPECTION f A.M. Tues. Wed� Thurs. Friday_P.M. Inspection Mace _4�PM-1 Inspector------- ZS_ Final Inspection 0 Certificateof Occupancy Date