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Permits 1605-1607 Beach Ave 16; 7 JOB ADDRESS Q�� ,k )��t�"f' TYPE WORK ��n")o df- PROPERa'Y OWNER ��5 . � !1 l7 ;` 77MEF 'ONE CONTRACTOR ,qL ;rl 1 I o C� , TFSEPa o�vE PEM=, NUMMa - � DATE EVSPEC•t3'ON.S• FOOTING �nfl noW,0S 'FLAB d �►^5 YY ac e alp MBEAM 2315� .L.LVTBZ . NAILING'/SRF,ATSIIVG b /10/0' FRAMIIVCT/COYF.R INSULATION FINAL BU1ZDEVG CERTIFICATE OF OCCUPANCY ELECTRICAL PERAdM IZTSPEC77ONS ROUGH'' C e I -O�i► FINAL MEC MMCAL PERMITV oC q"� q (3 - INSPECTIONS ROUGH FINAL PLI7MBINGPERMII#��r?�1 C� 1/- an ri LVSPECTIONS ROUGH/UNDEB SLAB Cr -l • C'+ TOPOUT WA17JVSEWlUZ FINAL NOM.• c �5 16o 7 BUILDING PERMIT INSPECTIONS FOOTING _ 2-o _q e-' '� "` c) SLAB FRAMING 2 Z COVER INSULATION___- FINAL BUILDING CER�CATE OCC _ 21 q ELECTRICAL PERMIT INSPECTIONS ROUGH __1� - /! FINAL �� C MECHANICAL PERMIT # _-3 vl-, _/ 13 7 PLUMTBING PERMIT # -- _ _ �� _-��_�3 � CQ - �� • � NOTES: Schlueter, Jennifer From: Sandy Carver[scarver@coj.net] Sent: Wednesday, June 16, 2004 2:46 PM To: Schlueter, Jennifer Subject: Re: 1605 Beach Ave. We do have a house with a year built of 1991. I believe Patrick Kelly does own it. You probably can't view it on the internet because Mr. Kelly has applied for "Confidential Information". If you need more information I can get it for you. I am in a training class today and won't be back til about 4:30pm. Let me know. Sandy Sandra Carver Property Appraisers Office (904) 630-1212 Ext. : 5667 scarver@coj .net >>> "Schlueter, Jennifer" <jschlueter@ci.atlantic-beach.fl.us> 06/16/04 12:45 PM >>> Hi Sandy, Can you tell me why there is no info on 1605 Beach Ave. on the Property Appraiser website? The RE # is 169646 0000 and the owner is now Pat Kelly. The house was built in 1990. Thanks, Jennifer 1 Duval County Property Appraiser 2003 Certified Tax Roll Matching Record Cards Page 1 of 1 Duval County 2003 REQUESTED BY: Z ZIPPERER RUN 10/08/2003 12:21 AM 15-10 09-2S-29E JENNESS, JUDY A 554 4-9409- 1 ATLANTIC BEACH UNIT NO I PT 1605 BEACH AV 1605 BEACH AV LOT 2,N1/2 LOT A ATLANTIC BEACH, FL 32233-5840 ATLANTIC BEACH LAND VA STYLE 01 BLDG NO. 001 +-21---+ MISC VA Bldg Use : 0111 SFR CLASS 3 SOH +15--+ I BLDG VA Ex-Wall 1: 1700 CB STUCCO I IPTO(487) CAMA VA Ex-Wall 2: 0000 N/A exterior wall 2 I 17 I VALUE B Roof Str 03 GABLE OR HIP I +BAL(38) ASSESS Roof Cvr : 07 CONCRETE TILE I +BAL(14) EXEMPT In-Wall 1: 0500 DRYWALL I +FOP TAXABLE In-Wall 2: 0000 N/A interior wall 2 72 11 SR EX V Flr Cvr 1: 1975 MARBLE 75% I FU01(2531BAL(14) SR TAXA Flr Cvr 2: 1425 CARPETING25% I BAS +FOP APPRAIS Heat Fuel: 04 ELECTRIC I +--+ DATA Heat Type: 04 FORCED AIR DUCT I 17FU01(136) PROP US Air Cond : 03 CENTRAL AIR I +FOP Tax Dis Bathrooms: 004.5 4.5 BATHS +---+ I NBHD Bedrooms : 03 03 BEDROOMS 13FU01(143) 23 1,100 Stories : 002.0 +FOP+ I EXEMPTI Quality : 03 AVERAGE ++BAL(BAL(15) 0601 Hrs.Spent: 01 +-+ +-+ Minutes : 20 Rms/Units: 0000 BAS;FU01(L21BAL(U2PTO(U23R21D25L2U2L19)R19D2L19)U17L15 Act Mo/Dy: 0000 D72FOP;FU01(D13RllU13L11)RllD2OR5BAL(D3R5U3L5)RIIBAL(D Act Yr Bt: 1991 3R5U3L5)R8U23FOP;FU01(L8U17R8D17)L8U17R9U3FOP;BAL(L2U7 EFF ARE Eff Yr Bt: 1995 R2D7)L2U7R2U11FOP;BAL(L2U7R2D7)L2U7R2U7) SQFT RA Depr Tabl: 12 POINTS Func Obs%: 00 RCN Econ Obs%: 00 AREA GR AREA PCT AJ AREA RCN RCNLD DEPR ObsrvCond: N/A BAS 2531 100 2531 800732 746683 OBSOL Obsry %• 000 FU01 2810 100 2810 889000 828993 BUILDIN BAL 96 15 14 4429 4130 PTO 487 5 24 7593 7080 BOOK PAGE FOP 307 30 92 29106 27141 10588 1457 Deed Type: 09641 0519 PROPERTY NOTES Deed Type: PERMIT NO 7/19/00 PAP: SWO- FPPA, ONE ON 23159 EACH SIDE OF THE HOUSE. VAL4 22013 IS COVERED WALKWAY-CONCRETE * 000003111 REC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJU 1 001 FPPA Fireplaces .00 .00 1.00 1800.00 1991 F7 19 3 001 POLA Swimming Pool .00 .00 1.00 14000.00 1991 NS 0 4 001 DKWA Deck Wooden .00 .00 280.00 12.00 1999 F3 21 5 001 VAL4 Sound Value .00 .00 1.00 4000.00 1999 NS 0 6 001 SPAA Spas .00 .00 6.00 1250.00 1991 F4 80 MI5 REC LUSE DESC ZONING FRONTAGE DEPTH UNITS TP ACRES PRICE AJ REASON AJ 1 0141 SFR OCEAN ARS-2 50.00 275.00 50.00 F .31 10000.00 DP 12 LAN httv://anps2.coi.net/vao/nrc.asv?PRC RENO=169646+0000&PRC BLDG=1 6/16/2004 A 0003111 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH II"#r at. Irltu,�►>aasrt J111 Addrwass Iow w--xeo7" #!!@:AYom AvM. . ro rvext Typos aulL.f"Jt"a A' L^N'r',>r1G *MAC". PLC RXDA -322 J Clio** cag Works NZW conwtr.. Typos WOOD "Ant Leat 1 2 bl.i k i ne+ots on s I"r*p^pt *,d uss&s ftru It e f-Al'lu'r '1'Gr1Mnwt1t'1p9 1lHt9s C1 > 11LQ vislue s sl►C+.+CSICf xwprov. 9? 1+tClhc`tt X4C3lt GtIP�' et t Hous A!"!"i,taJ1'I va" Per= zoi g" WA"x1!!:1! !# t �►1'7tf.�d► '( fl i "�' �i�d�.�.; *v, RA�� •�A'W`Ifi s �.A7• +� .S/.� I 1+thoof# � V IIiT.rR+i II'i,r wTf■TF 7f71Ri a z VIM /�•�- /� J� 'fie"d;�-�'";C,��k..� µe,�,ti.�" J NOTES: l ! VV ter.pact i I { i i NOTICE—ALL CONCRETE F+ EFORE POURING PERI BUILDING'MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACER IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BU LING IMPROVEMENTS.'' AIIATION DATE. IIl l9�I t$SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMITBJECT 1#1&WATION FOR VIOLATION OF APPLICABLE.PROVISIONs Of:LAW. s ATLANTIB CH BUIL G D A TME p, 0003256 , .. DEPARTMENT OF BUILDING I CITY OF ATLANTIC BEACH tl�ic»a�r xrrr��c�Ayrx�a�r � — LrA'xta►I�t tt#t"'Ct1GlRA'T�#,�N voraaat numbers -32 Ze hadromal 100 t'tr^c" A"nue Permit Types PL.U"at»x! $ItAc", mafttoA 1C.> 6 or wokx s tfl:M t.1�MAL. t?II�*1�tx!"f`tbtt Corr#tr. -rypes WOOD V*A!'tz Lot-i Rt.tock s tsection s ti �BCi tT1�lR itt� llt.L* [!A!'t Lel C►7tld�3tl3L 4 kH132 fo Cfx r R t >ngas s 1 cc clte�s C! Buba l v1, tont N taa��arrov.r 4 ��s, eC#.�#rC► 3 no 4 -4 Work � I! LU>fliG117#fCl� n , 8 li,AVA'X�Al'tJl.i<. 1� f r1!lxs, 2tri L� 1'C �m It"A t"rL"1!t Al''!"IG.3 A f"tClN ric "�� x✓",,�k� �j. �m+c'.� � ��aAjj„ �rsnf�e rw !",!"t��9` s d":P �1.�.�.rara�yy �. r ' A A'J4T■7i.. .: ?f"' ^` ry i'Z� ssg.Ea dJV ' t AE7t► a M� f[A+acF �t1GL i i7i6 r �•. uz y� y� Iti� l ts'A*-i. IN.S. j ,. ..'.CE3 ��:'"!'ta►Jt L ttMfll�k`!" 03t - !t At?C113i ",C, ► .C»f tt it �t t 1 � 'It1cm"'JoLty?'ti!4lne wA'reft�TAP Call irA1"' hC►.M ON YtLLIt, Ott-A. '32210 SMAftft ?l1C7l.0 Type y Rit rus'C*t e'r per � `� �11�w �i�� "p¢ ,fir yy, E y'��ry�yy 00. tyo NOTES: i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURt PERMIT VOID SIX MONVT TER-DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY.BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUIL%k M . t�V� 1ENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS FERMI � UBJECT �> OGATION FOR .ATION OF APPLICABLE,PROVISIONS O'F LAW. ,I* ATLANTIC.BEACH BUILDING DEPARTMENT x .....e._. ._U e_•� -. .... �._'-.t,_t�}a.�l�°�r,-Aeix;�z�.!_ ..,,.. ... _ s<..� "9 �. ,arJ., ,. f f II vi ,. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION _ ! �JDS _ e,=�cw - Ave- . =------------ -- -3 ----- --- --- e-ID PLUMBING CONTRACTOR: --- , - ,qq--�r`- - ------------------- LICENSE NUMBERS: ` ------------------------------- ------------- ------------- OWNER: �c)O�S'T0.I ------------------------ -------------- Nowt- �- ------------ BUILDING CONTRACTOR: _ a� ----------------------------- TYPE OF BUILDING: i `Esi dQ'(A�0.1 �6LA sL ---------------------------------------`------------------- y ____SINKS ` SHOWERS AM _-_ _S-LAVATORY ----z----WATER HEATERS _____BATH TUBS _____I----DISHWASHERS URINALS ____ '_____DISPOSALS _CLOSETS _ WASHING MACHINE __________FLOOR DRAINS OTHER rrioc-k,�c r4- TOTAL FIXTURE COUNT --------------------------------------------- ------------------------------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE. r GENERAC II LIST PRICE SHEET KW ; PHASE ;ENGINE; FUEL ; ENGINE ; 100 AMP ; 200 AMP ; 100 AMP ; 200 AMP ; SIZE ; ;COOLING ;ENCLOSURE;ENCLOSURE;W/O ENCL ;W/O ENCL ; 8 * ; 1 1480cc ; GAS ; AIR ; $4,900 ; N/A ; N/A ; N/A ; 8 ; 1 ; 1 .01, ;DIESEL; LIQUID ; $9,440 ; $10,260 ; $9,240 ; $10,060 ; 8 ; 3 ; 1.OL ;DIESEL; LIQUID ; $9,790 ; $10 ,610 ; $9,590 ; $10,410 ; 12.5 * ; 1 ; 1. 21, ; GAS ; LIQUID ; $7 ,275 ; $8 ,095 ; $7 ,075 ; $7 ,895 ; 12.5 * s 3 ; 1 . 2L ; GAS ; LIQUID ; $7,625 ; $8,445 ; $7,425D: $8,245 ; 16 ; 1 ; 1.2L ; GAS ; LIQUID ; $8,075 ; $8,895 ; 7,875 '. $8;695 ; 16 ; 3 1.2L ; GAS LIQUID ; $8,425 ; $9,245 ; $8,225- o' $9,045 ; 20 i 1 1.2L 'i GAS ', *, LIQUID $9,300 $10,120' i $9�100.i �s. `=$9,920 20 i 3 1..2L GAS LIQUID $9,650 $10,470- x ''`$9,450 :; $10,270 * CONSULT FACTORY FOR FUEL DERATION NOTES: 1. ALL PRICES ARE F.O.B. JACKSONVILLE, FLORIDA 2 . ALL PRICES INCLUDE: a) AIR COOLED MUFFLER, MAIN LINE CIRCUIT BREAKER; TRICKLE TYPE BATTERY CHARGER. b) LIQUID COOLED 375 Watt COOLANT WATER HEATER, MUFFLER, FLEX EXHAUST FITTING, MAIN LINE CIRCUIT BREAKER TRICKLE TYPE BATTERY CHARGER. 3. OPTIONAL ACCESSORIES a) 75 AH BATTERY $86 b) FLEX FUEL LINE (GAS-VAPOR) $66 c) FLEX FUEL LINE (GAS-LIQUID) $25 d) FLEX FUEL LINE (DIESEL - 2 REQUIRED) $29 e) LP LIQUID WITHDRAWL $125 f) 20 GALLON DIESEL BASE TANK $436 AWh GENERAC CORPORATION PREPACKAGED STANDBY GENERATORS UNIT SIZE KW RATING MAXIMUM MAXIMUM MAXIMUM MOTOR TONS BTU STARTING A/C A/C SGO08 8 KW 16 KVA 1.50 18,000 SGO12 12.5 KW 23 KVA 2.10 25,000 SGO16 16 KW 30 KVA 2.75 33,000 SG020 20 KW 38 KVA 3.50 42,000 s NOTES: 1 TON=12,000 BTU/HR. 3413 BTU=1 KW AT 1009'6 EFFICIENCY. (MOST AIR CONDITIONERS OPERATE AT A 2.0 TO 2.15 EFFICIENCY RATIO.) EFF RATIO= BTU OUTPUT(RATING OF AIR COND)/BTU INPUT(ELECTRICAL ENERGY) RULE OF THUMB-7150 BTU PER KVA INPUT. RULE OF THUMB 1 KVA ELECTRICAL INPUT IS APPROX EQUAL TO 1 HP. ABOVE CHART BASED ON A LOCKED ROTOR OF 6.5 KVA PER H.P. EXAMPLE: AIR CONDITIONER OUTPUT IS 35,000 BTU/HR. 35,000/12,000=2.9 TONS. 35,000/7150=4.9 KVA 4.9 KVA z 6.5 KVA/HP=32 KVA REQUIRED AT LOCKED ROTOR. 20 KW UNIT WILL PROVIDE 38 KVA,THUS THE SGO20 IS THE CORRECT UNIT FOR THIS AIR CONDITIONER. 6189 wb GE.NERAC . - Corporation P.O. Box 8 • Waukesha, Wl- 53187 • 414/544.4811 • Telex: 201302 • Fax: 414-968-2106 The following are fuel consumptions for the Generac II model line: _ NO LOAD 25% MAD, -50$-LOAD 75%LOAD 100% LOAD - - 81M a/c NG 29 58 .86 114. 145 _ " - M -12 ---- 28. __ :41 _ _.._ —54- .67 IOKW NG - •43 _ - - _-_88 137 185" X33...— - 11KR LP 14 35 54 73 92 16M NG 34 104 169- 233 297 '21 _. 41 67 92 118 20M NG -- - 35 -' 120 - 200 = 281 _. . - . :=361 - LP 361 LP ?2 47 79 111 143 . 8KR DIESEL 35 _57 _-- - 63 .84 -IG------ in-ft3/Hr- LP - :Liquid Petroleum Gas in ft3/Hr - Diesel' in.Gal/Hr 1 MANY HOW DO Y-CU..)- U NEED90 Aft. PPLIANCE WATTS APPLIANCE WATTS icrowaveOven.................. 800 Radio.................................... 50 offee Maker...'...,....,........... 850 12 V DC Battery.............,...." 100 ircular Saw;(61/2"):..:......... 1000 100 W. Light Bulb............... 100 npact'Wrench *, (1 ")......... 1200 Window Fan........................ 250 lectric Range Drl11 (1/4 ").............................. 250 ne Element..........:............. 1200 Jig Saw............ 300 isc Sander......................... 1200 Color TV......... .:................... 300 urnace-Fan * (1/s hp)........ 1200 Clothes Dryer (Gas)............ 400 lectric Chain Saw * (14"). 1200 Drill (3/8")...................4......... 500 pace Heater....................... 1200 Freezer .*................4............. 500. ortable Grinder *.........4.... 1380 Sabre Saw' *......................... 500 .-.-)ncrete Vibrator * (2 hp). 1560 Weed Trimmer *.....:............ 500 Ir Conditioner * Refrigerator/Freezer *........ 600 2,000 BTU)......................... 1700 Airless Sprayer * (1/2 hp).'... 600 it Compressor *................ 2000 Sump Pump #...................... 700 later Heater....................... 3000 appliances and tools with induction motors may quire approximately three or more times the above ed wattage when starting. Be sure to check the To select a model that has enough power, add ;ecific wattage requirements and operating instruc- the watts for items you may want to run at the )ns for appliancesitools to be used and check the aximum power rating for each Generac generator, same time. Use the highest total wattage as len no wattage rating is supplied, It can be approx- your minimum power requirement. ated by using the following formula: TTS = VOLTS X AMPRES. 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) !L b _WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4 ) VALVE OPERATED (8) BATHTUB/SHOWER (2) _ _URINAL WALL LIP ( 4 ) __SHOWER GROUP PER HEAD ( 3) D _FLOOR DRAIN ( 1 ) _ __SHOWER STALL DOMESTIC ( 2) -- /--LAUNDRY TRAY (2) 2 LAVATORY ( 1 ) ____COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) _ _POT, SCULLERY SINK ( 4 ) _ __DISHWASHER (2) _-WASH SINK EACH SET OF - OFAUCETS ( 2) _KITCHEN SINK (2) __ __DENTAL LAVATORY ( 1 > __KITCHEN SINK WITH WASTE 3 GRINDER (3) __DENTAL UNIT OR CUSPIDOR ( 1 ) BIDGET (3) _ _URINAL STALL, WASHOUT (4) __FLUSHING RIM SINK (8) --__ COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4 ) _ ___URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) -----DRINKING FOUNTAIN ( 1/2) -LAVATORY, BARBER/BEAUTY SHOP (2) _LAVATORY, SURGEONS ( 2) SURGEONS SINK (3) _ _{ _ICE MAKER ( 1/2) �) WET BAR ( 2) TOTAL FIXTURE UNITS 17---- @ $20. 00 EACH 5 CI C Q ----- -------------------- JOB INFORMATION___------------ rH __��' _� RI�_ ------ l6697 PROPERTY DESCRIPTION CITOF 716 OCEAN BOULEVARD Lot #--------Block 9t--------Section #-------- P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 Subdivision: TELEPHONE(904)249-2395 --------------------------------- Street NameI�oS �3ec�ch �Ye . DESCRIPTION OF WORK or Address: If in a FLOOD HAZARD Flood Zone:--------------area complete page 3. Brief ,•� 1� e Description:_ Class of Work: (New/Remodel/Addition) -------------- ZONING INFORMATION Type of m&on _,( Construction•- 1,(7"'�jj Zoning �� Proposed District: Use: P ICS CA_Y` �� Ec4 Estimated Value Exceptions or Materials: -------------------------- Variances Granted: Solid or r(//��1 --��^•//�� . ------------------------------------------- Filled ------ / LSr�aSr__ Ground: Roof WnC OWNER INFORMATION 11__ Method of Hosting:_ 1___ Property Owner: � "QL`i.- Qw ---------------- Phone: _ �y� Mailing ' Address-----`` �-��Iafiz_Lin-�--------------------- j? ........... zip:-820S-4------- CONTRACTOR INFORMATION Wv Contractor:-Cocleal:tQY2L�_.�`1�.. Phone: 44-0 --- --- - --- - -- Address: +-----___-_- --- ��XV�-� _ aCLt_�� `S_ -- ----- Zip'3zz5 4 --- ---- t"or�+ Expirat�qn� License Number:—- 1•-V��. ------------------------- Date: `/`/��'",,``ii��-_ ¢� q 2_ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME rTO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDWREQUIRED* REQUIRED. Owner SignatureDate_�---------Contractor Signet ate YN °I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -' ATLANTIC BEACH, FLORIDA 32233 ;.. -� INSPECTION PHONE LINE 247-5826 1111, Application Number . . . . . 03 -00027101 Date 10/22/03 Property Address . . . . . . 1605 BEACH AVE Tenant nbr, name . . . . . . ALUM FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 Owner Contractor �. - - - - - - -- -- - - - - - - - - - - - - - - - - --- -- - - - - - - - - - -- - - -- - - KELLY, PAT OWNER PO BOX 55095VENUE ATLANTIC BEACH FL 32233 (904) 254-2520 ------- - ------- - ---- ---- --- -- - - - -- -- - - --- - - ------- - -- -- - ----- -- --- ------ ---.- Permit . . . . FENCE PERMIT Additional desc Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --- -------- ------ ---- - - - - - - - - -- -- - - -- - -- -- - - - - - --- - - ----- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 { BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH CD. Ford <> BUILDING / ZONING DEPARTMENT L. Hi ins sl 800 Seminole Road oerr Atlantic Beach,Florida 32233 (904)247-5800 r (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Q3 - 2'7 10 ( Property Address: Applicant: Project: ALV (--t F-gJ C. This permit application has been: UzApP roved Reviewed and the following items need attention: Please re-submit yo r application when these items have been completed. Reviewed By: Date: Z CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION oil Date: 1-0 Job Address: Owner's Name: Address: P 6 6")4 S-S-oo crS Phone: c?5-LI -25-2,c) Legal Description: Block Number: Lot Number: 2 N it Zoning District: Fence Contractor: 16 vsl t lv CZ -ap, 'n-a'm F&%C.6 r W4L ek, Address: Phone: City: —P j Slate: zip: Fax: Type of fence and materials to be used: k"vv� P Valuation of fence: Is approval of Homeowner's Association or other private entity required? IV 4 If yes,please submit with this application. El interior Lot 0 Corner Lot Dumpster or storage tank enclosure Ne Protection: NO. Applicant certifies that no trees will be removed for the installation of this fence. El YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than prop"owner. I hereby certify that all information provided with this application is correct. Signature of O%vner: Date: I c'116 I Date: Signature of Contractor: 0 Address and contact information of person to receive all correspondence regarding this application(please print): Name: J?ti "5CL, Mailing Address: pa .4, Phone: dju 1§y .7 1- Fax: '?cg -3,5s -7-77 E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32733-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - hftp://www.cLatlantic-beach.fLus Page 1 Revised 1/14/03 SHOWING SURVEY OF MIN 1/2 OF LOT A NORTH ATLANTIC BEACH,UNT I. AS RECORDED IN AM 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. 22 1 u 1 f 1 l/ to v 1� l� A � I 1 I ` v i �1AAA V fir: Mo. g � RV MASONRY ' Looe ,A 1ty of Atlantic Beach ,. Plan'\"ng -4nd Zoning Deparlt'ne1N 1 a ;6'P•r"° �`�� , This approval, ^Res compliance wlMi f�pMMbM 1� zoning, subdnii,ion and other t0oe1 bind develop! Tent re u!ations, but does OW oeM to l5 approval for the�ssuanoe of perm. Ce1ppNMtoe g I with Florida B ink Code snd ON oMstar 1 r local, State ederal permihkrp LOT I 1 must be veri d b signature of Vw r� -T11 I Beach I b trle w e ` Buildi ermit. p, n I Approved By: mun ew Date: 0�a ^ THIS SURVEY WAS MADE FOR THE BENEFIT OF JUDY A. JENNESS: FIRST NATIONWIDE MORTGAGE CORPORATION; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AND GIBRALTAR TITLE SERVICES AND IS IN COMPUANCE WITH THE MINIMUM'TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 G17-6 OF THE FLORIDA ADMINISTRATIVE CODE, NOTES THIS IS A BOUNDARY SURVEY NO BUILDING RESTRICTION LINE PER PLAT. BCARNDS BASED ON A OHE FROM ON R.MONUMENT No. 71-BI-A17 TO D.N.R.MONUMENT Na 72-BI-A19 AS PER THE COASTAL CONSTRUCTION CONTROL LINE FOR VVAL COUNTY,FLORIDA,AS RECORDED M MAP BOON ,PAGES 72-72H OF THE CURRENT PLMUC RECORDS a SAID COUNTY. D W. 80A 1 S.A1. TAE 1:11"01 CONTROL LINE WAS CALa"ITEO FROM STATE PLANE OOORDINATES FOR THE COASTAL CONSTRUCTION FLA, UE:. SURVEYOR AND MAPPER No. 3295 CONTROL UNE AND THE EROSION CONTROL UNE. FLORIDA UCENSEO SURVEYING AND MAPPING BUSINESS Na. 3672 1 SOUTH 5 h STREET ACKSONVILLE QEAH, ELQRIQA . DATE: MAY-24-2000 I SHEET;OF-' (904)2.,-BSSD MAP SHOW LOT 2AND ME NORTH 1/2 OF LOT A•NOI ° Q PLAT BOOK 15,PAGE 10 OF ME CURREN' X CNIAoo� NYY f� A0 4 5A g LIJ N U� m v LOT 3 5 LOT N8b'wo"E 289. 'IR 91 92�aa I " N83 I, 15'E I K � rrR., VNl 4 x e5'ro GEu res„ •"\ ; t Cpi- I 41A Y 2-STORY M/Se0»NRY rn Z v I Rnm O I LOT 2 X,w C r ASONRY ;. S A I Pr° 2-STORY M 9MA9E►uw9 ARu WA XLOr -A7 05•W 296.26 286.- IRON S83-2i IRON 's� ZP g •. •° 38 d Cr��1 .evp 1�( �r •91.{ TO Com" 1'T IiE ale t I A I LOT 1 K SOUTH 1/2 OF LOT 'A. I� I L95 al 16th STREET �1101 INa IS A NO ( ( BEAR109 S M-91-M' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES m mg UNLESS IT BEARS THE SIGNATURE AND N.�S�NF1D'AO'(DEPTH 2')AS WELL AS CAN BE DETERMINED FROM *C THE ORIGINAL RAISED SEAL OF A FLORIDA THE'4L000 IN"ANCE RATE MAP'COMMUNITY PANEL NUMBER OF lA dd LICENSED SURVEYOR AND MAPPER,THIS 120075 0001 D.FOR THE CITY OF ATLANTIC BEACH, TII[ERosd MAP IS FOR INFORMATIONAL PURPOSES REVISED APRIL 1:,1989. d9NiROI�I ONLY AND IS NOT VALID. E30ATWRIGHT LAND SQRV ; X S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000737 Date 5/29/09 Property Address . . . . . . 1605 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 ---------------------------------------------------------------------------- Application desc window replacement ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HOWE, DEBORAH RELIABLE BUILDING SUPPLY CO 1605 BEACH AVENUE 1785 LAKESIDE AVE ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32084 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 10000 Expiration Date . . 11/25/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , 3 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned b the Building Department.) SF 800 Seminole Road 73 Atlantic Beach, Florida 32233-5445 v ` Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: rp 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /(l D ��L' ✓� 2SpAC&Ment review required YeV No Buildin Applicant: a A& Ldy v Planning&Zoning Tree Administrator r..� Public Works Project: _—�(1%-2 .Q/kc ) l�C.�I Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: MApproved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING&ZONING Reviewed by: Date: 51d 0 TREE ADMIN. Second Review: [Approved as revised. ❑D nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: mate: Revised 05114/09 I �p t to CITY OF ATLANTIC BEACH /, v^� I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ®`� OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US /'� „� i BUILDING PERMIT APPLICATION 4 � �� puvAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK 13.SQ.FT.UNDER ROOF I foo-5 &sz be / c1m4fe 5etui 6 F1- 2,2.33 ' 10K I -f Ic 4.LEGAL DESCRIPTION: 5.CLASS OF WORK 6.USE OF STRUCTURE ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK ❑ TERATION 1:1ACCESSORY BLDG. 8.FIRE SPRINKLER: /'I- +O I REPAIR ❑POOL/SPA ❑YES 13N V/ V� W if Z± 'ekC11C ❑MOVE ❑OTHER E3 NO PROPERTYOWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME 15.CO �t�C 23.COMPANY NAME: 'FC4 t Kel l 16.NAME: `/ (L'. 24.LICENSEE NAME Iy--4JA F 10.ADDRESS: t�`� t _ 17.STATE LORIDA L�CENS64 O.: 25.STATE OF FLORIDA LICENSE NO.: 1(005 t 18.ADDRESS:l 7 f`��j�, C. �� 26.ADDRESS: rc� � FCac�1�1- 32233 -C WsR i R 320G4 11.OFFICE PHONE 12.FAX NO.: 19.OFFICE PHON;:K 20.F-W NN,O -3� 27.OFFICE PHONE 28.FAX NO.: 4 -59 13.CELL PHONE 21.CELL PHONE: <p -07 7-1 29.CELL PHONE- 14. HONE14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS. FEE811IMPLEOTHER TfALE HOLDER: (IF OTHER COMPANY: MORTGAGE LENDER: on€R,rtwN otneler� 31.NAME: 33.NAME: 35.NAME 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNERS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agerr%Power of Attomey or Agency Letter Required) (Qualifier Only) Signed: Date: Signed: Date: Before me this day of ,2009 in the county of Before me this day of ,2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of ,County of ❑Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: ' + VED FOR CODE COMPLIANCE . .:,.: .zu.,. ,,r..v� ,•. CITY OF ATLANTIC BEACH BLDG01 Permit Application Bldg:REVI 8 2nFs»� - SEE PERMITS FOR ADDITIONAL FILE COPY ' JREQUIREMENTS AND CONDITIONS. : .: REVIEWED By.--.MDATE: �� Florida Building Code Online Page 1 of 1 J F SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search 1 d Product Approval s USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2007 FL# 5012 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL5012 R3 Revision PGT Industries Keystone Certifications, Inc. Approved History Category: Windows (717) 932 8500 Subcategory: Fixed _ DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright and Disdaimer Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_lst.aspx 5/28/2009 ,= `SS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD .". ATLANTIC BEACH,FL 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001433 Date 10/24/08 Property Address . . . . . . 1605 BEACH AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 ---------------------------------------------------------------------------- Application desc door replacement ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HOWE, DEBORAH RELIABLE BUILDING SUPPLY CO 1605 BEACH AVENUE 1785 LAKESIDE AVE ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32084 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65 . 00 Issue Date . . . . Valuation . . . . 20000 Expiration Date . . 4/22/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH RQ O ri s 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 Ov � I OFFICE:(904)247-5828•FAX NO.:(904)247-5845 e BUILDING-DEFTOCOA&US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOBADDRESS ZVALUATIONy/OFWOWK 3.So.F/T�r:UNDERROOF 17 .Atlantic Beach, FL 32233 4.LEGAL DESCRIPTION. 5 CLASS OF WORK 6.USE OF STRUCTURE: = ❑NEW BUILDING ❑DEMOLITION MfESIDENTIAL LOT Z BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE 13 COMMERCIAL T.DESCRIPTiONQF WORK.. ❑,..,LALTERATION E3 ACCESSORY BLDG. &FIRE SPRINKLM [ (_6WkEPAiR 13 POOL i SPA ❑YES 13 WA ❑MOVE ❑OTHER EK'rx) PRt OWNER: CONTRACTOR: ARCHRECTtENGINEER: 9.NAME: 1 ANY NAME: 23.COMPANY NAME: L _ 18.NAME:�i( � 24.LICENSEE NAME: I IyLO t t I✓�1 tlt t 10.ADDRESS: 1 17.STATE OF FLORI LICEN NO.: 25.STATE OF FLORIDA LICENSE NO.: 1005 Ade- L- , �dla rL ��,1'� � 18.ADDRESS: y-/C 26.ADDRESS: Ai 18. ZZ33 t 795��S'Lrt;sF;Kc FI 52.08 5k Ag11.OFFICE PHONE: 12.FAX NO.: OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: N TM-71a IOL -$1 32 13.CELL PHONE: 21.CELLPHONE; 29.CELL PHONE: a9- &&J-0 72 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TnU HOLDER. I B(NIDMIG COMPANY: ' MORTGAGE LENDER: (mF OTHM nilwowNt3 31.NAME: 33.NAME 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constriction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work Is suspended or abandoned for a period of six(6)months at any time after work is commenced. I undiarstand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnace$,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work vAR be done In compliance with all applicable laws regulating construction and zoning.1 will not occupy or use the referenced building or arty part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. **A[ WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OW or AGENT; CONTRACTOR ff AttonlaYcrA •iReq� ielualHfarordy . Signed: Data: t7 21 U& Signed: Date: t 0 Z( Q Before rule this ° y of_(�t? 2007 in the county of Before me this olk day of © .2007 in the county of Duval,State of personally appeared Duval.State of Fbrida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. \ r Notary Public at large,State of F L County of S S,�.VL S Notary Public at Large,State of �- County of J 1 JB h 1 d ❑Personally Known fa•Pe5 nally Known e ❑Produced Notary Signature: 1 PQY P611 i CITY OF ATLANTIC BEA FINES ;. * Notary Public-State of Fbrida �l P*ft-ftb cfFlondY ', :•=My Commission Expires Jan 22,2010 SEE PERMITS FOR ADDITION •r ftitlMAwlpQ EVWN Jan 22,A+o REQUIREMENTS AND CONDITIO COtitNidpa/DO 489455 t � �� ry sn. COAG FORM BLDG01:REVISED:11/6/2007 REVIEWED BY: ► DINE' �C� NIdId�rNWone1 No!ary Assn _� arOFV7 - �.} Florida•Building Code Online Page 1 of 3 n , BCIS Home Log In Hot Topics Submit Surcharge Stats& Facts Publications FBC Staff B• Product Approval USER: Public User OF Product_Approval Menu > Product or Application Search > Apolication List > Application Detail 0 � � . §. FL # FL6716 &; � Application Type New Code Version 2004 Application Status Approved Comments W � S �� Archived Product Manufacturer Nan Ya Plastics Corporation US/ Address/Phone/Email 8909 North Loop East Suite 800 Houston, TX 77029 (713) 674-7822 Ext 105 robertwu_usa@yahoo.com Authorized Signature Robert Wu robertwu_usa@yahoo.com Technical Representative Robert Wu Address/Phone/Email 8989 North Loop East Houston, TX 77029 (713) 674-7822 Ext 105 robertwu_usa@yahoo.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assembl Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Manag( httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 10/21/20OR Florida Building Code Online Page 2 of 3 Validated By Referenced Standard and Year (of Standard) Standard AAMA/NWWDA 101/I.S.2 ASTM E1886/1996 ASTM E330 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/16/2006 Date Validated 04/16/2006 Date Pending FBC Approval 05/08/2006 Date Approved 07/12/2006 Summary of Products FL # Model, Number or Name Description # 6716.1Fiberglass Hinged Patio Door 9'0" x 8'0" Fiberglass Dou Outswing Limits of Use Certification Agency Ce I Approved for use in HVHZ: No FL6716 RO C CAC NIOC Approved for use outside HVHZ: Yes FL6716 RO C CAC NIOC Impact Resistant: Yes Quality Assurance Coni Design Pressure: +50/-50 Other: This product meets the requirement for Installation Instruction the State of Florida excluding the "HVHZ", FL6716 RO II install-out i Minimum Design Load for building and other Verified By: National Acci structures, does not exceed the design pressures Management Institute, listed. 9'0" x 8'0" Fiberglass Double Hinged Door Created by Independent ? Outswing, performance grade, Large Missile Evaluation Reports Impact Rated: +50/-50. See NAMI Certification Created by Independent Number NI006486,NI006486A for Sizes and Design Pressure ratings Back Next httn•//1A/1Aiw_flnrirlahi0lrlinn.nrn/nr/nr ann dtl.asnx?oaram=wGEVX... 10/21/2008 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road s� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �V j IT E-mail: building-dept@coab.us City web-site: http://vmw.coab.us Date routed: f APPLICATION REVIEW AND TRACKING FORM Property Address: �� GaC�{ krz De ment review required Yes o Buildin Applicant: 1,/ If, -R 1.1S Planning &Zoning Public Works ,, ..., Public;Utilities � Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILD( ;P PLA G &ZONING PUBLIC WORKS Reviewed by: Date: C} 2 b PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: NOTICE OF COMMENCEMENT State of Ier;dcn Tax Folia No. County of To Whom It May Concern: The undersigned herebv informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in thi NOTICE QF�COMMENCEMENT. Legal Description of property being improved: L6+ Z r41% HtWIL 8" . 0vl.+ X15 PG 10 parC6 i!!(_q&qU,-afto Address of property being improved: j6z &x c� 4e 464-L &4A, P szz 53 General description of improvements: r WAW Owner. ?c� Address: �,p0$ f6ecmk A4M1 cK,-��n n Owner's interest in site of the improvement: ©r,)re.0 Fee Simple Titleholder(if other than owner): Name: t ntractor. p5 ab to Address: �7�s LalGts Lf S44_ Telephone No.: qy4 128--711.5' Fax No: qoq fZq-3Zn Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself;designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: in addition to himself; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the daze of recording unless a different date is d, specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER __-- --_-_-_Signed: Date: OR Doc#2006267837 OR EK 14676 Page 442, lefore me this day of =11 Duval,State Number Pages:1 )f Florida,has y appeared Recorded 10(2112008 at 11:02 AM, dotary Public at Large,State of Florida, ROBIN K.BARDS JIM FULLER CLERK CIRCUIT COURT DUVAL Ay commission expires: COUNTY 'ersonally Known: Z. 20 g RECORDING$10.00 'roduced Identification -Dar , Bonded By National Notary Assn. COASTAL - FORBIS INC. 615 Highway A 1 A Suite 104 Ponte Vedra Beach, Florida 32082 (904) 285-5352 October 1, 1991 Mr. Don Ford Building Official City of Atlantic Beach RE: 1605 BEACH AVENUE, ATLANTIC BEACH, FLORIDA Dear Mr. Ford, Pursuant to your conversation with Randy Davis yesterday, this letter is to confirm our request for "EARLY POWER" inspection only . for testing of circuits and equipment at the above address. We realize this does not constitute a final inspection nor a Certificate of Occupancy. We appreciate your cooperation and assistance in this matter and in the past. Yours tr y, Aichard M. Forbis President �c t „ FLORIDA ENERGY EFFICIBWCY CODE FOR BUILDING CONSTRUCTION Sittion 9 Compliance Program - Residential Point System Method Version 3 .0 September , 1989 Department Of Community Affairs Printout generated by EPI89C and submitted in lieu of Form 900-A-89 THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY 1 , 1990 '----........................-........ ... ----......................................................------------- ......................-............. --.........--....................----------------- | PERMITTING OFFICE : ry,low C ------ | me H) ADDRESS: ............ ~............ -.........................-........ � CLIMATE ZOHE: 1 2 _................. __..........------------------- | _______====~ __ ]ILDER: y~y)A!9-(A- <.____ �� q: ____ 1 PERMJT NO . : ""'IE R" \ | JURISDICTION NO. : =_................... .......... ............... _________ ------..................------.... -.....-........---------------------------------------------------.......... ..... ]MPONENT: DIMENSIQN: VALUE: RATING: VALUE: OFFICIAL CHECKLIST [RUCTURE TYPE: Single-Family ____-___ ________ REDOMINANT EVE OVERHANG Length : 3.0O _............................. _ .....___.......... _ [NDOWS Double Clear Total Area 800 .00 All Vertical Glass Total Area 800.O0 ..............___......... .....____............... All Skylight Glass Total Area .00 __..... ....... ___ 4LLS Ext NormWtBlock Ext Area : 5103 .00 R-Val : 5 . 00 _.........._ _.....__ ]ORS Ext Wood Area: 44 . 00 1ILINGS FLAT Under Attic Area : 3810 .00 R-Val : 30 .00 _.....______ -OORS Slab-on-Grade Perimeter : 266 .00 R-Val : .00 ______ Rsd Wood (Stem-UFI ) Area: 1460. 00 R-Va] : 19.00 ................ ____ JCTS L\nconditioned Space Length ALL R-Val : 6.00 ........... __ .......... ______ ]OLING Central A/C SEER: 9 .00 !AT ING Heat Pump HSPF: 7 .00 ________ __ ______ ]T WATER Bedrooms : 5. 00 1FI1-1RATIO04 Conditioned Floor Area: 6151 .00 Pract : 2 .00 ................. _..... AS BUILT POINTS / BASE POINTS * 100 = EPI 925288.55 99 ,509 . 69 92.74 GLASS TO FLOOR AREA RATIO = . 1301 WINTER CALCULATIONS === BASE === | === AS-BUILT === 'ASS---------------- | DEH AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POIHTS ------------------------------------------------------------------------------ | 316.00 7. 3 2306.8 | D8L CLR N 96 .0 "J . 3 1 .29 902.2 | DBL CLR N 40.0 7. 3 1 . 33 387. 3 | DBL CLR N 36 .0 7 . 3 1 . 19 313.2 | DBL CLR N 32.0 7. 3 1 . 11 259. 3 | DBL CLR N 48.0 7.3 1 . 16 407 .8 < DBL CLR N 24.0 7 .3 1 .38 241 .4 | DBL CLR N 40.0 7 .3 1 . 11 324 . 1 7 271 .00 -9.2 -2493.2 | DBL CLR E 60.0 -9.2 .35 -192.0 � DBL CLR E 60 . 0 -9.2 . 69 -378 .3 | DBL CLR E 60.0 -9.2 .35 -192 .0 | DBL CLR E 60 .0 -9 .2 . 82 -452./` | DBL CLR E 10.0 -9.2 .71 � DBL CLR E 21 .0 -9 .2 . 09 -18. 1 K 117.00 -28 .4 -3322.8 1 DBL CLR S 28 .0 -28.4 .89 -704.2 1 DBL CLR S 21 .0 -28.4 .84 -501 .0 | �BL CLR S 16 .0 -28.4 .76 -347.6 } DBL CLR S 12.0 -28 .4 . 64 -217 .2 | DBL CLR S 40. 0 -28.4 .53 -600 .3 -9 .2 -883.2 1 DBL CLR W 40 .0 -9.2 .35 -128.0 � DBL CLR W 30. 0 -9.2 .57 -156.4 � DBL CLR W 10 .0 -9 .2 - .80 73.8 | DBL CLR W 16.0 -9 .2 .44 -64. 1 ------------------------------------------------------------------------------ 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS ............ .......................-----------------------------------------------------______________ 15 6, 151 .00 800 .00 1 . 153 -4 , 3p2 .40 -5,065.81 ============================================================================== ON GLASS------------ { AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS ___........ __......................................._...................... ............... ..._....................... ____......... .............__........................______........................_______________ ALLS---------------- | , t 5103.0 2 .2 11226. 6 | Ext NormWtBlock Ex 5.0 5103.0 4 .30 21942.9 | ]ORS---------------- | /t 44 .0 12.3 541 .2 t Ext Wood 44 .0 12.30 541 . 2 | ALINGS------------- | � 3810.0 1 .2 4572.0 1 Unde'' A+tic 30 .0 381O.0 1 .20 4572 .0 | -OORS-........-----...........................- | ib 266.0 8.9 2367 . 4 } Slab-on-Grade . 0 266 .0 18.80 5000.8 ad 1460 .0 1 .0 1401 . 6 i Rsd Wood (Stem-UFI 19.0 1460. 0 .80 1168.0 � AFILTRATION--------- | 6151 .0 7 .4 45517.4 1 Practice #2 6151 .0 7 .40 45517 .4 ]TAL WINTER POIUTS � 60,560. 39 | 77 ,634 .27 ============================================================================== ]TAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATINS IN PTS MULT POINTS ! COMPON RATIO MULT MULT MULT POINTS ..........------------------------------------------------------------------------- 10,560.39 .59 35,730.63 1 77,634 .27 1 .00 1 . 102 .474 1 .000 409565. 10 ============================m========-=====-=-=======================::========:::-. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ============================================================================== OMPONENTS REQUIREMENTS RACTICE #2 Comply with Practice #1 and the following . ____________________________________________________________________ xter ^or Walls & Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/ Floor joint caulked or sealed . xterior Walls & Penetrations , Joints and cracks on interior surface e , lings caulked , sealed , and gasketed . uctWork Ductwork in unconditioned space must be sealed . ireplaces Equipped with outside combustion air , doors, and flue dampers . xhaust Fans Equipped with dampers. Combustion devices see 903 .2 ( f ) . ombustisn Appliances Provided with outside combustion air . = _..............___..............____.....___..... ________________________________________________________ _............. ..........__ _..... ................ ____ ... ......... ________________ ^ Accordance with Sec . 553. 907 F . S . , | Review of the plans and specifications Hereby certify that the plans and | covered by this calculation indicates pecifications covered by this calcu- 1 compliance with the Florida Energy ation are in compliance with the | Code. Before construction is completed ` lorida Energy Code . 1 /his building will be inspected for | compliance in accordance with Section | 553.908 F .S . | WNER/AGENT :__________________________ BUILDING OFFICIAL: ____ _ ATE :________ | DATE:__..........____ .........�-__-- ....... ___-__ � ` = ** PRESCRIPTIVE MEASURES met or exeeded by all residences) ** ============================================================================== ]MPONENTS SECTlON REQUIREMENTS _ ============================================================================== INDOWS 904 . 1 Maximum of 0 ,5 CFM per l inear foot of ope' able sash crack . ...._........ _____........._ ............___..........___________________________-------_______________ XTERIOR & 904 . 1 Maxzmum of 0 .5 CFM per sq , ft . of door area . Includes ]JACENT DOORS sliding glass doors, solid core, wood panel , insulated , or glass doors only . ----------.....------------------------------------------------------------------- XTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other- CRACKS wise sealed . --------.......... ---------------------------------------------------------------------- ATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker ( electric ) , or cut-off ( gas ) must be provided . An external or built in heat trap must be provided . ---..............-......... ...... ------------------------------------------------------....................-.............. ----- �IMMING POOLS 904.3 Spas and heated pools must have covers ( except solar SPAS heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 75 ------------------------------------------------------------------------------ ]T WATER 904 . 4 Insulation is required only for recirculating systems [pES In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft . of pipe . ---.........-.....- ... .....................................---.................. -...............--............. ..........---.........-..........--------------------.....-.........----- .......................... �OWER HEADS 904 .5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ----------------............ ..............---------------------------------------------------...............-- �AC DUCT 903.2 Constructed in accordance with industry standards & ]NSTRUCTION 904 .6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4.2 & joints must be sealed . --.........-.....-..........................-------..................................-........................-........-------..... ---------------------------------- �AC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system . -......... ---...................---------.......................................................-- .............--- .........................-.......................--..........................................---------------- 1SULATION 904 .9 Ceilings minimum R-19 . Common Walls - Frame R-11 or CBS R-3 . Frame Common Ceilings & Floors R-11 . ****************************************************************************** SUMMER CALCULATION5 ****************************************************************************** === BASE AS-BUILT === ============================================================================== LASS---------------- | RlEN AREA x BSPM = POJNTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS __ ........... .....__............................ _.............. ........................................................__......................... ...____........................_____ ...... ..........___................................................................. ............. N 316.00 38.3 12102 .8 1 DBL CLR N 96.0 38.3 .81 2960. 1 | DBL CLR N 40.0 38.3 .78 1197 .7 | DBL CLR N 36 .0 38 .3 .87 1197 .9 | DBL CLR N 32.0 38 . 3 .93 1133.7 | DBL CLR N 48 .O 38.3 .89 1631 .5 | DBL CLR N 24 .0 38.3 .75 692 .9 | DBL CLR N 40.0 38 .3 .93 1417. 1 E 271 .00 79. 7 21598.7 | DBL CLR E 60. 0 79.7 .76 3616.9 | DBL CLR E 60 .0 79.7 .89 4237.6 | DBL CLR E 60.0 79. 7 .76 3616.'? 1 DBL CLR E 60.0 79 .7 .94 4488 .2 ! DBL CLR E 10. 0 79.7 . 90 715.0 | DBL CLR E 21 . 0 79 . 7 .67 1125.2 A 117 .00 66.2 7745.4 | DBL CLR S 28 . 0 66 .2 .79 1464.3 | DBL CLR S 21 .0 66 .2 . 74 1028.7 | DBL CLR S 16.0 66.2 .67 708.7 | DBL CLR S 12 . 0 66 . 2 .58 463.6 | DBL CLR S 40.0 66.2 .54 1417.7 � 96.00 79.7 7651 .2 | DBL CLP W 4C .0 79.7 .76 2411 .3 | DBL CLR W 30 . 0 79. 7 .84 2008.4 | DBL CLR W 10.0 79 .7 .42 338.0 | DBL CLR W 16.0 79.7 .79 1008.0 ----------------- ------------------------------------------------------------- 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POI1!TS ------------------------------------------------------------------------------ 15 6 , 151 .00 800.00 1 . 153 49 ,098. 10 56,625 .45 1 38,879.66 ============================================================================== ]N GLASS------------ } AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POI�TS ------------------------------------------------------------------------------ 2LLS---------------- | �t 5103.0 .9 4592.7 1 Ext NormWtBlock Ex 5.0 5103 .0 .50 2551 .5 | JORS.....-...-............ .....-..............--... - | 't 44 .0 6 . 1 268 .4 | Ext Wcod 44 .0 6, 10 268.4 | TILINGS------------- | � 381O.0 . 6 2286.0 1 Under Attic 30.0 3810.0 .60 2286.0 | -JORS-------....-............ ... .......... | ib 266.0 -37.0 -9842 .0 1 Slab-on-Grade .0 266.0 -41 .20 -10959 .2 sd 1460.0 -4 .0 -5825.4 | Rsd Wood (Stem-UFI 19.0 1460.0 -1 .50 -2190.0 | 6151 .0 8 .0 49208 .0 1 Practice #2 6151 . 0 8.00 49208.0 ============================================================================== }TAL SUMMER POINTS | 97,313. 15 � 80,044 .37 ============================================================================== ]TAL x SYSTEM = COOLING 1 TOTAL : CAP x DUCT x SYSTEM x CREDIT = COOLING 1M PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS ��..........�.....�...... � 071313. 15 .46 44,764.05 1 80,044.37 1 . 00 1 . 102 . 380 1 .000 33,530. 11 ` ****************************************************************************** WATER HEATING ******f+*********************************************************************** === BASE AS-BUILT === UM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT : CREDIT = TOrAL EDFul S | RATIO MULT _.....___________________________________________________________________ 5 3803.0 19,015.00 1 50 .92 1 .000 3638.7 1 .00 18, 193.33 ============================================================================== ****************************************************************************** SUMMARY ****************************************************************************** === BASE === | === AS-BUILT === ============================================================================== OOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL OINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POJNTS ______________________________________________________________________________ 44764 . 1 35730.6 19015. 0 99, 509.69 1 33530. 1 40565 . 1 18193.3 92 ,288.55 ============================================================================== ***************** * EPI = 92.74 * ***************** CITY OF ATLANTIC BEACH 800 SEAMOLE ROAD . s � ATLANTIC'BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034151 Date 10/31/06 Property Address . . . . . . 1605 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc METER JAW REPLACEMENTS - 300AMPS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HOWE, DEBORAH KNIGHT ELECTRIC LLC 1605 BEACH AVENUE 13997 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 247-9884 ----------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/29/07 ---------------------------------------------------------------------------- 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Oct 26 06 09: 01a Knight Electric 904 247 9843 p. 1 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION :,Jr Date: !0 2CZ- LL— Property Addre..: (o US Owner• Telephone#• Contractor: �; L�u-�- Tdephoae Contractor Address: '7vr'� Fttl<#: Qq 2-Cc(p 3 . Ct&ntractor tare• . In comidastim of permit given tar doiat the work as deur bed in the&bout statement,we hemhy agree to parfono said worts is accord me with the attaebed pleas aad spocificaNams which arc a pert baeot and in accadwm with the City of Atlantic Bach ordinance sad sietdards 0(89.W ymm. NOW tlt xcm sulldiag: Bnimiag Type: 0 Trailer Service: if otba omrtructim is Q New a Residekoe 0 Temp. 0 Now beia6 done on oris kamio; Orsir,fill tie kwips a Old O Commercial a Signs o Increase ptmkwjvbw. n Re-wife O Addition Sq.Ft. D Repair Conductor Size: AMPS: COPPER L3 ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Exstims Serviea RACE Sbe AMPS PH W VOLT WAY Meter IQuraber Feeders: NO. SIZE NO SIZE NO SIZE Lighting Oudets CONCEALED OPEN ReCepades CONCEALED OPEN Swilcbes Incandescent Fluorescent dt M.V_ Fixed 0.100 AMPS overt BELL A limaces TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMA.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER 1 H.P. PHS taroSltboOv 0-VERf QV Transt'ormers NO. KVA NO. KVA No.Neon Transt Ea. Sign I Miscell nem ME r CL LO M Semiaek Road•Athan&Baaeh,Florida 32233-SW Pboae:(901)217-SM• Bax: (M)347-Serfs• kUM./l�.cLatlantiL hcx a.fl.uc Revised 1/04 1 -d CL4C--IA. ON^ JI. ..�- HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 31 2006 11:01 AM Last Transaction Date Time Type Identification Duration Pa es Result Oct 31 10:59AM Fax Sent 96654470 1:40 2 OK t7 INCREASE WATER SERVICE TO 1 1/2" COASTAL FORBIS 1605 BEACH AVENUE 285"'5352 )OB COST RECORD '::;.:1<•-DESCRIPTION i;!E,'''h' QTY.: MATERIALS "_:LA$OR `TOTAL 6" X 2" T.S. PVC 1 $18 .50 " 2" MALE ADAPTER PVC 2 $c.96 1 2" CORP STOP 1 $3f .70 2" 90 L PVC 1 $c .4o 2" "T" PUC $A.16 2" CAP, PVC 1 sd.99 2" CURB STOP 1 $44.001 2" X 1/2" REDUCER BUSP ING (STEE ) 1 ..15 2" SCH 40 PVC PIPE 400' 5 ,00 " 1;'1/2" METER 1 $25( .001 2" METER BOX 1 $2, .85 18" WIDE ROAD REPAIR 400 $40( .00 1 SUB TOTAL 940 38 10% O.H. 94 03 TOTAL $1034.41 2 MEN 27.45 HR FOR 20 11R3. $54 .0 30 % O.H. $16 .7 TOTAL MATERIALS $7LABOR7 •TOTAL TOTAL $1034, 41 $71" .7C $174 .1 MISC.JOB EXPENSES "; AMOUNT OTHER IOB EXPENSES 4$ O 1 TRUCK 10.00/HR)FOR 201 lits. TOTAL COST $222E .11 2 O TOTAL SELLING PRICE 1 BACKHOE ($35.00/HR) FO 8 HRS, LESS TOTAL COST 28 00 GROSS PROFIT LESS OVERHEAD COST %OF SELLING PRICE TOTAL NET PROFIT $222E .11 vli _ rrrs APPR OVE • e�;� ►� . Fv�¢ree�° � �t 1991 uvtt . urin� , cortfi J U L CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT � .lx lro.�tt Quo APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME__-- -------------------- MAILING ADDRESS PHONE NUMBER__ DATE—-2:1,3 Z:.?,/ SERVICE REOUESTED ��_3� SERVICE LOCATION__ ---------- ------------------------------------------------ DATE SENT TO c, DATE RETURNED (w PUBLIC WORKS _ _`l TO BUILD. DPT. DATE OWNER r_ NOTIFIED--------------------- i u L 0 a i9qv,1 FU F. J-1 C 1N C ISS Rr ; ", "m :r4 -9 JUL - 319:0 L _ 0 1991 anir jinn and Zoni ng w CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address �5 &, C# Lot # — Block # Subdivision Owner !',�/✓/�,c� /�c9 c cJ1= Address �(�pS d3c�y c1E Contractor, 4QLt ,1Po0,-- d r J o Address License Number �� (0/-3 (' 08 Valuation $ Gallons o2/ Q p o SITE PLAN front a w m s rear Signature Owner G-•- Date S 3 Signature Contractor Date 5 3 1. pPR0v . jv 4r ` MAY 0 3 1991 ev Building and Zoning ,Address '© f3�h'- its (t6 0 5 O v HeateV Square Footage 3 r� @ $ Y©• S per sq ft = $ Garage/Shed / ,2 r @ $ 18 , 5 0 per sq ft = $ Carport/Porch .S—Y" @ $ 6. 6' S per sq ft = $ 7y 76 Deck .1rp @ $ 4, 9O mer sq ft = a Patio f.3 @ $ l, oto per sq ft = $ TOTAL VALUATION: $ q O TotaFValuation 1st $ /y 3d�tc( C , ya . crt> $ ; a a • U° Remainder Valuation per thousand or portion thereof ------------------------------- -_---__ Total Building Fee $ a, a -7. 0-t3ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ 1 3 . S ' 3 Fireplaces @ 15.00 $ ` Mechanical 'o Plumbing XBUILDING'PER ILT FEE $ g S a so Electric/New ' � '----------------------------------rr--- ----------- Electric/Temp BUILDING PERMIT $ / 90p5 s Septic Tank WATER METER CHARGE $ 70 Well SEWER Dv1PACT FEE $ , 70. ®0 &aisrming Pool Z. WATER U,4PACT FEE $ ;)-.7 0.Q b Sign MISCELLANEOUS $ Water Connection Sewer Connection KS $ $ Water Meter ' Elevation Certificate GRAND TOTAL DUE $ � -------------------------------------------------------------------------------- CALCULATIONS and/or NOTES DSpAII, ONT OF OVIIA04 i CITY OF ATLAN,IC SEACHer .�.._._ PERMIT I"FORNAT QI`t . . _.. _w� _ »» .�#' UF'�,"A"I ION '-- Perw t Numbers 3739 Addroves., 0 ` 89ACH' AVENUE Permit Types ��1�1"INISI�;.� � A,L�AXTIC BEACH. I�IwCIR�T�A 32 � Class of, Work: NEW. Constr. Types COACR TE . Lots iit'i :k t Sections s F' aPt r ted Ute a l C �" PA itt T e i s HNC s Q re llri s s I Codes t3 Subd vt r EstimatedValues S0y CO Ireprov. Cost s *b*,0 Total F 1s s SSC,,(3Ct A'�oosnss 30l.QHS I]a + "" �" `! " Y� sa s TION .,. APPLICATION FEES AddN�' � � �� A� Nt� PE "Tll3PAC`I`. F` "B � S3C � ' � � " C�. CSC fho RADON N rAS-�H.'R. S. RADON OAS Naz s AE' ".;TAClN l . Add rests NA�'�-,TAP C1� QC EV8 'AP � 0. 00 .... AC ltd NV� A �» C SHARE �� Cq acne s CF CCrp s O N - tPC F'EE ' '30 t t' t 4 7 SEC. ' ll & Q li ra Al 411 NOTES' 4 Y NOTICE-ALL CON 11101*VOWS ANO FOOTINGS MUST BEs!NOPI3GTED BE'FQRE,POURING � r PERINIT' SUE 616,SIX MONTHS AFTER DATE OF IS BUILDING MATERIAL,RU8ISHA�irtl {3ERtS FROM THIS WORK NOT BE PI;ACEU IN PUBLIC SPACE.AND MWST BOA " " CLEARED UP AND HAULED AWAY.BY EITHER CONTRACTOR OR OWNER. �TAILURETQ COMPLY !1l1�'ITH THE MECHl� S' �.� �, LAVI/ CAN RESULT tN 'SNE P t PEATY � f' �R PAYING TWICE � 1 �U� . I I#U�I�Rt�VEI�1"E�1TSr:' ,.iSSUEl3 ACCORDING TO APPROVE? PIANS WHICH ARE PART OF THIS RERMit"ANt3 SUBJECCT TO REv �tr� ' V'IQLATIQN C3F APPLICABRE PRCN/I�tONS QF LAW. I,r�(tl v ATLANTIC BEACH Bl11LDIN(a L7EpARTMENT I�I2lrlllt 00 `. n DEPARTMENT OF BUILOINO j w - CITY OF ATLANTIC BEACH { f"L1!!T '!` ti1"`C31"f J3Tt1E3H Addarows 2 �1"JK A"i'lG.AltlT !!fl;A4C!!r` Yr , yYtxC►l► 93 !"tier ►1 t !y p�# td't1F!<L�vt _ _ ..».. 1G�l�L9A 1s. pl citz rT lZolt 1lMla#� C3 KDY'�# f�ffifi+C1VlS LCtt# "lock# g�t1C+7t1 t ccxnstr, TYPWI "t OOO ix`lilA!!t> �°c�rr#a>hatp# 1Rri+t3# 1"�'Y'C7pt�'»tti'd 1:181#'# �iS1�LtS #"!►tS3Yr't `.�t#bd�.��.1�1C1T11# 1l?�rillln��# 1 fiC[#d1e T tbC►. �8r�.1te1ffi�E.�rd Velums# coral' # 1 a ti. _c worm r w YM!'AG4" ala.r3lc► x ` AvE ,�. AttII 1lb `.9 *A'�` ohs ..M3 dV V��V .4 RJ1's(+i+Li��ikQ� � fiwifVVll'f �La VV *ATS _KAMMT TAP !' so.tyo !ltAl!!LG Ty IIS ati NOTES: 14i� NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN f THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. WtIDATION DATEz 1643/98 ATLANTIC B BUILDING"DEPARTMENT TOTAL $5111.89 IM354i9 BY: ;''' q3 CITY OF Veac` BUILDING PERMIT APPLICATION 716 OCEAN BOULEVARD REQUIRED SUBMITTALS P.0.BOX 26 Each application for building permit must be accompanied by two complete ATLANTIC BEACH,FLORIDA 32233�pHONE(904)248-239$ sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); and a recent survey of the land for new construction and additions. APPLICATION CHECKLIST 1. Building Application form ___:,./2. Two complete sets of plans _V3. Detailed Site plan 4. Recent Survey, if required 5. Owner/Builder Affidavit" *Required when owner acts as contractor TIM REQUIRED FOR PERMITTING VARIES; APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED. SCHEDULING INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify am or pm inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer 3. Slab 4. Framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, mechanical, etc.) 5. Insulation 6. Final inspection/Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until the building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $15 is charged for all reinspections. 1 PROPERTY DESCRIPTION CITY OF 716 OCEAN BOULEVARD Lot #--------Block #--------Section #-------- P,O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 Subdivision: TELEPHONE(904)249-2395 Street ANameddress: � r /� c�e d DESCRIPTION OF WORK or Address: J •�'7�"t- -------------------------------- If in a FLOOD HAZARD �' Flood Zone: -__-area complete page 3. Brief �" Li�'{'.C�^ Z Description:_ ---- --------- Class of Work: hyl� (New/Remodel/Addition) --- ZONING INFORMATIONType of Construction: ----------------------- Zoning Proposed District:---------Use:--------------------- Estimated Value $ ------------------- Exceptions or Materials: -------------------------- Variances Granted: ------------------------- Solid or ____ Filled Ground: Roof: OWNER INFORMATION Method of Heating:__________________ Property Owner: _ �o'/ /�j q P Y �-- -�� ----------- Phone:� .�i_/ Mailing - Address .704 zip:---------------- CONTRACTOR INFORMATION T goy Contractor:_ Phone:�� '-2 e is Mailing J �--- ------ - !aU`mac_-'-ir!� � _�v Address: __--_ ------------- -------- � ---------- _ DExpiratLpn � License Number: -------------_ Date: ---- -- , � I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY M N , INCLUDING THE GOVERNING OF CONSTRUCTION OR THE -� PERFORMANCE OF CONSTRUCTION OF THE PROJ t I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATIO TRUE AND CORK£ AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDE AS E ED. Owner Signat e _Date ------------ �, Contractor Signator _ ___ _________Date____________ r FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: Flood Zone: ----------------------- Required Lowest Floor Elevation:_______________ If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws r ordinances affecting the proposed development. Date..............Applicant's Signature ---------------------------------------------------- Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed Filed with Building Department ----------------------------------- Building Department Representative page 3 STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NO.05/26/89 CR 0012102 11884 THE CERTIFIED R£SIDENTIAL, CONTRACTOR NAMED BELOW IS CERTIFIED' UNDER THE PROVISIONS OF CHAPTER 489 F.S., FOR THE YEAR EXPIRING ,JUNE 30, 1992 FORBIS, ICtICHAt» COASTAL' '011",`9 CONSTR ' INC, P O BO X-s i5,& PLATE VD.RI[ Of-1 ;:SEL- 32082-085,8 B�IMLAR GOGDISPLAY IN A CONSPICUOUS PLACE SECRETARY D.P.R. A�:��CI CERTIFICATE OF INSURANCE ISSUE DATE(MMIDD/YY) 9/27/90 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS z NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AMf=1i' i9 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE s `yY COMPANY - . _,. va �' _ . <-.,.✓ .� ....:! LETTER AL� c�... `�y��A.:.t� ..Y`� CODE SUB-CODE COMPANY B INSURED LETTER COMPANY Coastal Design and Construct JOWTTER C+ Inc. COMPANY 2344 So. Third St. LETTER D Ste. A COMPANY E Jacksonville Beach, Fl. 32250 LETTER COVERAGES IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD i ICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 1FICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _USIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPS AGGREGATE $ CLAIMS MADE OCCUR. PERSONAL&ADVERTISING INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one tire) $ MEDICAL EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY $ DAMAGE EXCESS LIABILITY EACH AGGREGATE EACH OTHER THAN UMBRELLA FORM STATUTORY WORKER'S COMPENSATION $ 100 (EACH ACCIDENT) AND c 18269 3/1/90 3/1/92 $ 509 (DISEASE—POLICY LIMIT? EMPLOYERS'LIABILITY $ 103 (DISEASE—EACH EMPLG' OTHER 9,1'PA d l'c L ' �..r� 1 _.r ?.t .:'1 f ! Yd Fu+'+mi'}�J i�L1 al +J «4 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Atlantic Beach EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR 716 Ocean Bl . MAIL_13-DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO Atlantic Beach, Fl . 32233 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION AT`Y'N: Bldg. hormits Dept. LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVE IS AUTHO IZED RE RESErTATIVE f� ACORD 25•S(3/88) ©ACORD CORPORATION 19'. CITY OF ATLANTIC BEACH a DEPARTMENT OF BUILDING 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5$77 — -- —PERNItTORT� TI N.li RMAT+IN- Permit Number: 23159 Address: 1605 BEACH AVENUE { Permit Type- REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: 77777777 Improv. Cost: 30,000.00 INF( RIlITiON Date Issued: 12/12/2001 Name: JENNESS, MRS. Total Fees: 240,00 Address: 1605 BEACH AVENUE Amount Paid: 240.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/12/2001 00-0000 Work Desc: NEW WINDOW ARMIDILLO CONSTRUCT! 240'00 � - # r � SY' h� L f� FRAMING ': seg> e air' ON MIT '. t - NOTICE- I PECTIE?NS fi`BE R66UESTE�3 AT l��AST 2�4 HflURS�tIOR'fCd I PECTlON BUILDING MATERIAL, R iSH AND IS 'HI� MUST N PLACEt7 . PUBLIC SPACE,AND MUST BE CLEARED UP ANE T11=rM4MCONTRAGT WNER "FAILURE TO COMPLY WINE 5► Tie A SULT IN THE i PROPERTY OWNER PAYING TS„ ISSUED ACCORDING TO APPROVED PLANS WHIG THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW: _ I Rt t2�8. ATL,4 IC BEACH UILDIN DO :�1c/la/81 81 N 14 Receipt= NW5 N1NI83?�18N 1388 CITY OF ATLANTIC: BEACH PERMIT CALCULATION STREET r Address NO C�? Da.t Heated Sauare Footage _._ � _gyp �.. _ der s: t Garace/Shed 1D iG r,Fr sq - Ca r p o r t P o r c`r� �` _.._..E� `'.�._.__,�._............._..i.'`"`- �••:� ._e, "' .____•_�.___ _�.._.___ TOTAL `ALU'iT1 0a 0 Cho© ) l� To i Valuation 1st Remai ing 5,a l zee ,-- per thousand ' r pchi t i on thereof ..____...�..�_..._. _._.._—.._,__�..._._..�..� TOTAL BUILDING r^E E Filing F e e Fireplaces @ $15 , 00 BUILDING PERMIT FEE S— 9-410 WATER IMPACT FEE $� _ SEWER IMPACT FEF; WATER METER/`PAP CAPITRV IMPRC3VEMEN f' SEWER TRP RADON (HRS "; . G0541) SECTION H PAVING Hyr,RAUL I C SHARES CROSS CONNECTION r` { i SURCHARGE 00 GRAND TOTAL DUE As:)s)' ITIONAT.• PERMITS OR `EES . Meuhaim ^al_ _ � pa.u1ribing �. ray ect-ri c/view Sept----lc st:_ Tank _ We_. i_ 31ciAFinis-h Floor 'E evat on SurtrPy Other CALCULATIONS: and/ or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS. 7 MOVING, DEMOLITIONS Owner(s)_ /)q him Job Address l0 6" e 41C, Wk"A, t hone 40t Lot Block or Unit Subdivision 021 1 Moto P r- Contra?_Ylor 4" tate License q 40 _ ark Address Phone ?vv- 2X1- p27 City 42j71State . Zip -T? Describe work to be done /zjWv e,& Xn AalAl N k,&"I, rlr%�A t-- A l'I A106:1P L,=171, OUG (4&w( at.;-7( gqj*1,e 6-YA-7J1JA I . W-OA ck W/�& 5a4*,& dkWV Present use of building vhi b6joe Valuation of Proposed Construction _ TO 47roP 0 ,00 Proposed use lah. 't �K Is this an addition? 0lI)lo If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase)4A o New plumbing fixtures? A/d New fireplace?_AJo New Heat/AC? A� SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature of OWNER _ Date: Signature of CONTRACTOR Date IL12-101 STATE OF I=LOMA COUNTY OF VJ�_)� Sworn to (or affirmed) and subscribed before me this day of 200 AS TO OWNER.- Notary's Signature U Personally k- 11 June C.Mitchell 0 Produced Idt. .* - �Y COMMISSION#CC759555 EXPIRES , July 15,2002 ...... BONDED THRU TROY FAIN INSURANCE,INC. Type of identification produced Sworn to (or affirmed) and subscribed before me this day of 20 a�ture AS TO CONTRACTOR: Notary's SiqK. C Personally known Produced Identification DONNA G.HAMBYMy COMMISSICN#cc 961872 Type of identification produced EXPIRES:August 29,2004 Bonded Thru Notary Public Underwriters 5 MIN. RETURN Zook 10263 page I 2e27 PHONE# U5343 2227 FiM & Recorded 12/12/Mi 08:34:08 M JIM FULLER . NOTICE OF COMMENCEMENT CLERK CIRCUIT COOT DUW CUTY 00 TRUST FUND1.5.00 REOWDING 13 WHOM i-T, MAY C'QNCERM: TTie undersigned hereby informis all cCncerrecl chat irnprcvements will '%-jeim2de to real -,y praoat , and in accordance. with Sect�cn 713,13 of the Ficrida I I I Satutes' the fcilOZMP.Q inform, ation ',s stated In this M07,CE CF Descripticn, of prc)r,,eftj 141 #-1- 4:tJb /U�VI,1,4 1 kA)"-7 Gene�ai Cescniipdor of Improvementsuw?h J.)/A)DA.J 5 11AWrf) S'71A)A k4 78 1,M% 5-x,)i-7,1,Tg 19 4 52bi h Owner e, Address: # Owner's ;merest in site of improvements: Fee Simple Tittle Holder(if other than owner) Name Address Contractor sant- fJ Address Surety (if any) Address Amount of Bcnd S Name of person within the State of Florida designated by owner upon whom-notices or otlher documents may de served: Name Address to additior, to nirriself, owner designates the following person to receive a copy of the Leinct's Notice as provided in Section 711 Florida Statutes. (Fill in at Owner's opbon1j. Name Address: ,er r Swam to arc SLbscdbed Before me thisLd of ".n loeC.Mitchell _t i{kOMMISS'ON*CC759555 EXPIR'" , 01 :53 P" CRE,ATIVEGL.ASSWORKS 904246r IP-S P.el NIL E L 'a a 1875 South,Atlantic Beach,feria 32233 (904)-247-0064 i FAX(904)246-7188 - www.Creativeglassworks.com October 19, 2001 To Whom It May Concern, Re:The glass doors specified for The VdWft Residence at 1:605 Beach Ave. Atlantic Beach,FL.'Ie glass in these solid Mahogany doors will be five diferent sizes. (A)21.5" x 67" x 1/4" thick12 i the total square footage 9.8 sq.ft.Based on the Standard Building Cade page 6ure 2405.3, A given piece of 1/4" tempered glass with a square footage of 9.8 sq.ft. will withstand a windload of approximately 125 mph. (B)20.5"x 80"x 3/8" thick making the total square footage 11.4 sq.ft.Based on the Standard Building Code page 612 Figure 2405.3,A given piece of 37 8" tempered glass with a square footage of 11.4 sq.ft. will withstand a windload of over 200 mph. (C) 27.5" x 67" x 3/8" thick making the total square footage 12.8 sq.ft.Based on the Standard Building Cade page 612 Figure 2405.3,A given piece of 3/8„ tempered glass with a square footage of 12.8 sq.ft. will withstand a windload of approximately 200 mph. (D)26.5" x 80"x 3/8" thick making the totaluare footage 14.7 sq.ft.Based on the Standard Building Code page 612 Figure 2405,A given piece of 3/8" tempered glass with a square footage of 14.7 sq ft.will withstand a windload of approximately Itis mph. (E)27" x 67"x 3/r thick making the total square footage 12.5 sq.ft. Based on the Standard Building Code page 612 Figure 2405.3,A given iece of 3/8" tempered glass with th a square footage of 12.5 sq.ft.will withstand a-=of approximately 180 P Sincerley, Kirk Reber Creative Glassworks OCT-19-2001 01 :54 PM GREAT I VECL-ASSWORKS 904246T I SS t r i i _a sc 40as soy S y100 comWned Load Determined trom 240S.3.1 And Yablet 2405.3A or 2405.38 in psf , sc 1j42x IW¢d7X03Pa Figurs 2406.3 xirnuw Allowuble Area For Vertical And Sloped Mass used an Width-to-Longth Ratio$ of 1--t to 1:5 REMIT PAYMENTTO: ** Eii" �e�•2a / f tl/ iI#. cr.�. t t neie't�iz zai-r:-:� �T 9e ana fW t:ta�a�. CJ INC. ar.►aw; A� W�c-est r 7 ��vaaa�rn. `��t�t�� >ar+IIBv GLASS, C � � .. �� ; 466 Lh.uni6)ow AVE, MP! 7 W 84doft fk BRt A*W Ave P.©.BOX 4'1'14& �u r aaaa anyw a a r s ass aeaT w�uan,a& t�z.assyse, 4ACKSONV7t'LE,FLA.5220350P6LaanYer PW r�spfes evpF+e»yiyr .— .wc�sem+04 4t0 UOit Cropb.Fd. T1ap7. .kanY aMQ TERMS-N11ar 30 JSGKs 7b+igY hi; -'20-d�7? 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MolieTyfa _ ' fltq"f*ictor i CM WqMTWWv VFW to 4W thrrrfttdGla8b�t��l�f"za � so �f�, 4,0 tpmkO v Ur its Anmeo 3 2-f a■ �, tv""e t4#6 am" 00,E� ¢astute hest-treetod Wsi;Can Carry meter unftsarin food beton las#Mcg.detsectiors ' 2.0 rtrist nut be*Mrb0UW-Heat tniaWM tt has no eft0t tet:9103 ftrIsction Chars%;; t- � 29 � MCI of ptaas.Thk*vr glast?my est tagaimd for a gw unlIMM told to ter tiatkrtft t.s d411*006n. $ }lyra-�tdi► - tirk+g*4isettOpoti6d ar oy ewe dppt>soka S408 must tree#t8 t�caph detsrmtno cxao*d ors;!ftf aVywss,This ratan any Was 1010 aa• pWllaea tt0;:*M sa and thois n of ft tmot portad smn.Only rnrNx RW on. f0a heslac3 or tamvemd Blase o*W bt wed Ing two-$td9>1;ipwI cariolVane,?hen= 0.8 pared glass tncr4eiaa the atitriwbte uriailpptmt4d R by a foolut of two In tee's, 9 eided tslppcut,glass deNectb m is trl6rtt 0Miwurtt11W stirs ate+tae ael tfeilooly un• of di# t A o e eecsplante of bothersorns to oompani$,De#talars can be?advW t w lm"eatthg 63t7C Siteia tltlCkrrea8 t 15 2 30 40 W so Be IDD ISO Sirvatutut Wean*Qtrrinp--System utilizes stitoane 1c Wftd gfaaa ref tttitdorr Teat f'""ura to POP ttrttekirsiflee eta --stxffctows+asffttterfCrbush hat"ratglass - 00y lattricated Insulating�a un#s cure bo vas atftei nrAtw of by�HGP Tecft e w Swvieft Ttw team lrwoastt� Ansa that �dnft- rAy acid Ata est tees webt.Dtm to carripetlbfty tiasl;fat of eti�nie o� aii�Gw- t;w,t MV01 be ma&of all otarnpoiesrft beft"use in this eyllam,HOP wartintteis da rd amty tf fwkve to caused by inoornpatt 4 esataets Maw t7iaOV{Nese-MNdsttto—in"kiktg ptaas uraltt IV applafi rrs or. peed"ft than 15 de so off Efts vsrticsf pV"are aysNabte v*attar n Asw of �tfattiNs by ML P Tse»least Ssrvktea.ff�iat p(400mrwida use at eft# Morto. hsat airtngthensd lu tneled pises to Insuvat +mita rdih a tervoted or heat etr*,Vhettsd outtaeerd nes and hoot airsrgtnWd l rninated Inbowd lie,Thsaas Mdwts haus desacs@*thternW seed sttuattarat tstuec*t1ettce egatnet went,error, and tltattr*loads and tam r "Wn In the opwft p barvkao. t3Nsfrrp tiuidtetttts► j Tib!f*NVAgnQ Vulov 2010 r:8a we ti Wndod to" tit the design� olosttomw. #neer peibiivatleras aft*041 at ils lean+FOMA,AWX,"WMA,The00. 1 tarn must adsqusttt tuppott and vAhkrn the gimes to ftllntrnlze iDat�ms• chaftal*ndttrer atrasees, glass ftto tp—Gra Host be 01miaa6 in ft hatatkv aced Qa ry est t to nt datnagi to the Viae*tips.Tie tat*ms>et r±a aorftW the irstntrig mem- 8 dwhV gWxvV.A f'Oi V b**k tiir 1dtie t�vW who*wtutt4 Maki QMrner diu+tapft,0010;18be ph9ta�trWn v9ld eptaltoc acne!=hp and lather?Mpoo dsr'"c A"of tttafl{ftltlt o maWips ral!s"o aeon#eM9%Cir rrtae4rrnryy durkV talnatct-M Can aiotn of*tdt Lam.WoMhar at*eta tste*ae cis- Ides WNIS aging wNdh ca+t MaVt in staked gkee k proper,per is#esr*V is not t4or'Iia. i takes#Wage--s tans tteautd to kW an a than 0 5-7 dogto"unlet vertlow using 1 bored,slur*uprIghto.td>traer•attire t>k"in 4404 WrAght wRhMA u�tip ssa+rtr fo til sot tt Qtata Mow ba Slow in aCky phaaatt atract coat ledsttfo►rotpi�e lire t tutstt aril aifore tfsa Rfe'M'taolnt,t�rc++is�n at rdrY,�xat rltr is+xiuira*�. , effiaec�affet or Mgh txt+tyiG#ty snrf rr isr+ryfsttii#ee.If pica caecal t7t stared outdcwte,ass tarps car pr>Mdic<awstfnyya to� ft harm getting>vst grxt �reftf pariadtCaFy lc prevent tri*tMaoerrt>uistioni, tad wttkrrg sd'td tkyl+++p+efi s,�eee tVtfyea t^ari rattail+rt etatntrtjt�'stctaftap ret tfre Q1e99 HIF �, v. U4443 0058 R� 1994 ^4Yr+"?SC'q"'T-yyf..'.""�}4►`f., f ks , $ '. �$� ��3,.e ,,!�l � 3`SF��`ty //��r�� l R' ' ` '.m' '" a �.",'"� .�.,� a 5 4k+.�>a€rt�,�•��s s �'�r Y 5 .062 io .249 15 -561 V .' 25 1,560 30 2.246 35 3.0.57 40 3.993 45 5,054 50 4240 55 7.55(? 60 8.4$5 65 10.545 70 I2.23t1 75 14.W so 15.974 85 18.033 90 20117 95 22-52-6 100 24,9W 1:05 27.510 110 30.201 2.15 33:" 12 0 35.942 125 ✓9A/0V `ao 42.{&[i r 135 45.459 140 48-921 145 52-478 15O 56.160 1555 59.9 160 63.897 165 611.953 170 72.134 175 76.440 ISO 80ale 185 85.42.5 190 90,105 195 94.910 r �m CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT R A Permit Number: 22131 Address: 1605 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: WN W1 Date Issued: 6/11/2001 Name: ' �JENNESS, MRS. Total Fees: 29.00 Address: 1605 BEACH AVENUE Amount Paid: 29.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/11/2001 Phone: (000)000-0000 Work Desc: ADD NEW FIXTURES STYLES SMITH PLUMBING PERMIT "` 29.00 rl .-.y 11 44 Ali 4 3 �a a a ,. �fbd.y'yyklaV.r ... *• .Fye o. the•. . e T NOTICE- INSPECTION BE REQUESTED AT LEAST 24 HOURS PIR TO INSPECTION BUILDING MATERIAL{,RUBBISH AND DEBRIS FROM THIS WORK MUST BE PIA&D IN PUBLIC SPACE, AND MUST BE=CLEARED -:AND HAULED AWAY BY EITHE NTRACTOR OR OWNER "FAILURE TO COMPLY t TH � UMUAW VWVAtN RE�LT IN THE PROPERTY OWNER PC' - AYIkG.YWIFOR LDIAIG 1 Pk0' V'E ISSUED ACCORDING TO APPROVED PLA , A PART4F MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION AT TIC ACH BUILDING DEPT. : 0063 14 Date: 6/11/81 81 Receipt: 8863846 CHECKS 3163 813221888 3163 Date: c... ._. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:- /� & :;— �T Z - -i'e OWNER OF PROPERTY: ir� �/��y4! / TELEPHONE NO. PLUMBING CONTRACTOR _,f jCy�rl �.�,► .��, �.�z . CONTRACTOR' S ADDRESS :`''3 J STATE LICENSE NUMBER: Z TELEPHONE: ay/- HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3.50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH I MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _—____m—PERMIT INFORMATION _ LOCATION N INFORMATION _ -Permit Nuber: 20386 –T Address: 1605 BEACH AVENUE 1 II Permit Type: MECHANICAL i ATLANTIC BEACH, FL 32233 � Class of Work: ALTERATION Township: Range: Book: { .Proposed Use: SINGLE FAMILY i Lot(s): Block: Section: Square Feet: { Subdivision: ATLANTIC BEACH Est.Value: i Parcel Number: _ Improv. Cost: OWNER INFORMATION Date Issued: 7/19/2000 Name: JENNESS, MRS. Total Fees: 25.00 Address: 1605 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 _Date Paid 7/19/2000 ! Phone: (000)000-0000 Work Desc REPLACE A(R HANDLER -- CONTRACTOR�S�_.___-__ APPLICATION FEES OCEAN STATE HEAT &AIR PERMIT 25.00 I i I I I { I j Inspections-Re uired -,, I I NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C325.00 14 __.—__ _— Date: 7/20/00 01 ReceiRt: 0074777 ATLANTIC BEACH UILDING DEPT. CHECKS 15,67 00100003221000 BUILDING AND ZONING INSPECTION DIVISION (311Y UI' M I. MIC 11CACI 1 AT1.AMIC ntAC11, ►t.VM11111 0*111 APPLICATION FOR MECHANICAL PERMIT ��'�►; ;;�h��,r�; IMPORTA14F ---- Applicnlll to complella all 111mms in snCliorls I, II, III, nIld IV, V LOCA 11014 Proof 44) G- inlerfatllne Slrtelrl eelween� �., APJ e Ave— i•___ WILDING se`.d1.f�11en II. IbENTINCATION -- To b© comhlefed by ell ,pplicatils In rnnr:d.r.,:on of ryarm:t 7:...n In, doin.l ON. w'A er 41t0l'od IA th♦ el+nva tlalemenl w• h.+.1,y aqr+e Ip f�erinrm ,nir/ .nit In trr..r.inn.�-" _:IN It.t 614acN0 pt.n+ s-4 +pacil;relion, which are a parl l,aranl end In accordance with f1,a City of Jec{,on.ifle nrdlnene.t end tlnnr)nrdl of )ncd p•.c+:c♦ 1:rtad Ihrr.:n, M.r,.e ,1 Llrth.n{c•I 1( _ Cenlr•ohrt C//1.t.eler 11rinll3�. 1- A r, M•tl•1 C�,fl+-t, p � � he/erly t7-nt► — S:eulvrt •. Ilelher;fed 11(enl - �;y • .,_,,,;,�'V�. �':`• Areltheel er En9lntn , CENE L INFORMArlvllf M. . A. type of t+aeliNJ Ivolt _._-._.14 d+ IA tllllRR 0004CC0146111MCII1011 111144 botic ON t{II! fiUiibllltl tlM RIT!1 U Sat—U LP U Nt►vr•l U Cenlrol U11111y, Ip Yr_e, OIYE NUM�RR OF CO11e/11VCT1oN U OR PtRM1t U Orl.ar sr.ary _ IV. W"WMAL ifQUIPMRIr TO 1! 11MALIA0 NIITUNIE OF W0I1K (►re.:Jt tornpleN 141 of cempoaonft oil loocl of We fermi { 11//1denllal of U ContnlefClel !tool U Space L) Recoltel ( Cei11H1 U flow Ilew Rulldlnp L] Jw CenJ,liowGiet U A"m IJ Comtel 4 Exle{tnp Iluttdlno L] NO systo"t 1.4e10.:6t _ IAlclne.e__ l_ Ririneernenl of exlellnp �yelern Me.lr»tun e•p•elly e.l.►n. U New Inalall*lion lllo eyeloin rfovlouely Inetaflnd) L] t1.f,19.Hf:o• U Wenelon of add-on la exlellnp eystern CJ, Coel;ne loot: Cop•clly ,p� U 01her -» l9peclly UJ fare ef+.inS1.N: Nrrn`/1 el l,eodt _ _ V U Menlill U fet.ebler _.�InarA6er) 11112 !f^C! fVll OftlGl UIR Ullly U C.e.nl:a♦ pvropa »_IAvmber) (MNIretll (] I•«{t_ (numbed Refnerit L� IN t+rllolnere , (Ilvmbetl (] Vrl•Nt►J fw"vre veuol 04000 /ermll AppmyaJ f►y bele Lj orlw spKlry roffnlll'i4h IARr ALL EgvlrMEM' - AUl CONIK11014I140 A14D RURIGERMIM4 EQUIMPHt ole{rrinllf AtJ1Qso•inet ltremMr Vett• eHar•tlplleee NeAel!lumber lLahtlfwni>tter {'/'oe►al �et>,r,� CITY OF ATLANTIC BEACH, FLORIDA 3q APP►owd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19V IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ZALANTIC BEACH ORDINANCES. un ELECTRICAL FIRM: Nj&SjtR ELECTRICIAN SIGNATURE JOURNEYMM NAME &&DDRESS: RFD-BOX BLDG.SIZE BETWEEN: RES. APT.1 1 COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( LD 1 1 REW.1 1 ADDITION( 1 TRAILER ( 1 MP.1 1 SIGNS ( 1 SO. FT. SERVICE: NEW INCREASE ( 1 REPAIR ( ) FEE _ CONDUCTOR SIZE AMPS COPPER I I ALUM. SWITCH OR BREAKER C�6 AMPS PH OLT ACEWAY EXIST.SERV.SIZE AMPS PH W VOLTI RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS 1 14 MISCELLANEOUS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION ICOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF AT C BEACH ORDINANCES. LECTRICAL FIRM: MASTER EL RI IAN SIGNATURE JOURNEYMAN NAME ADDRESS: &"9(Ae_RFD_BOX_ BLDG.SIZE BETWEEN:- RES.I ETWEEN:RES.1 APT.( 1 COMM.( 1 PUBLIC( 1 I us. ( 1 NEW( 1 OLD( 1 REW. ( ► ADDITION( 1 TRAILER ( 1 TEMP.( SIGNS ( ► SO. FT. SERVICE: NE ( INCREASE ( 1 REPAIR ( 1 FEE x vv CONDUCTOR SIZE AMPS (3 COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS OVER APPLIANCES IBELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT U•1 OVER MOTORS H.P. i VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS files. Ul.b 9 7 1 !V 173 V YMN Is. I 111j NOTICE OF COMMENCEMENT ULMER, OFFICIAL RECORDS r. iiCN IAGKSONVILLE. t i(jIU;)i, To whom it may concern: The undersigned hereby informs you that improvements will be made to certain property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property: The Northerly 1/2 of Lot A and all of Lot 2, NORTH ATLANTIC BEACH, UNIT ONE, as recorded in Plat Book 15, page 10, current public records of Duval County, o Florida General description of improvements: Demolition of existing structure and grading. XM -�o c Owner: Deborah M. Howe, as Trustee under the Deborah M. Howe Revocable Trust Agreement dated December 5, 1989. n Address: 1 Spy Glass Lane, Ponte Vedra Beach, FL 32082 Owner's interest in site of the improvement: Fee Simple Contractor: Coastal-Forbis, Inc. r Address: 2344 South 3rd Street, Suite 1, Jacksonville, FL 322 Surety (if any) : None Address: N/A -' Amount of bond: N/A c Name and address of any person making a loan for the construction of the improvements. Name: None Address: In addition to herself, owner designates the following person to receive a copy of the Lienor' s Notice as provided in Section 713.06 [2] , Florida Statutes (fill in at Owner' s option) . Name: John S. Duss, IV, Esquire Address: Post Office Box 479, Jackson 1 e, Florida 32201 D orah . Howe, a Trustee under the Deborah M. Ho a Revocable Trust Agreement dated December 5, 1989 Owner TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address ( A Enclosed are our (blue) copies of the permits. Please update your records accordingly. Thank you, { \-B &NG CLERK CITY OF ATLANTIC BEACH /vcb DERA"MENT'of 9U1t„�fii+�+t µ;. OiTY 0 ATLANTIC BEACH.`" TI£ 1i 1 'ORNATION -- tt!1rT, AIPORKATION ,� dc�areSd a 5�0� �1��XH AVENUE u ►bx^ + T ;BRAON, tROA 333 Per a ''yp+� 1'SECHANICAL. 1.. lkt.:..Ds$C1,T1�' 101 .»..'».... . w . w++r a MIS M'w+"fie fiYF i a ap, of vot-k i NESsection a d�a. . hi Not, p apc� d U r s' I�1tI .E `A1 I1:Y ul di r Rion 1 a l . ng[a C d s X0:00 et#� at�d t t ue't O.! Q Lt� rav, Coot E Total R rFgoz Atisvua . „ r.CIi1 f 4/ 1 Opt � u � " 3w sr1C + "RA REAT AD AIR TIiNyfi = : APF1v CATIt1!I 1EE -=_w— _>d O 00 #. VE1+1i31~ ATR: TIAC p Addy 1;t.OR DA 3822 EE�I 11'A `t e � Py, olt %D �O e R OR�ATI£ RAO , #�A �►7� k A"1+Ef� �A� 3$Q. fad R m i AE EAT & A � -- .001 ! 76-,—, � �. " RUI AR_ E. $0. 00,t A " ORI-DA . 3x3 EE -I, �CT` SEE * .00 SEC y . 3 S 110 R �Rr '` `E 00 NOTES. i i v k fNOTICE--ALL COWCAETL.FOiRMS AND FOOTINGS WOVE'1N�5Pt*G"t't=�1.�3tO0111*POtlR1NG PERMIT VOID SIX MONTHS AFTER DA1 OF 15511E BUILQiNGUtV1ATERtAL,RLJBBI3HAN -C# SR#S.FROM THIS WORK MUST NOT 13EI�LAGEfl IN PUI3ktG SPACE,AND MUST BE CLEARED UP AND HAULED AWAY8Y EttHER CONTRACTOR OR OWNERi FA1LtJRE Tt CIIPL1/ "WITH THE MECHANIC '` LIEN LAW, CAN RESULT;IAV TPR wR© E R �W"A PAYING TWICE st� c ING R vE E +err . , t Mim pa, SU ,I.ECT T CATION t=* ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PER I AN � tC>LATIO 1 OF=APPLICABLE PROVISIONS OF LAW. E *; ; XTLAN S15ACH WILDING t3Ef�ART1�fiENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION - To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaclLed plansd specifications which are a,part hereof and in accordance with the City of Jacksonville ordinances and standards of good.prectice listed t e aim. Nerve of Mechanical Contractors ^^ GQ �� Contractor (Print) Master CA Name of Preps , wrier Signetuee of Owne Signature of a Authorise ant Architect or Engineer Ill. G 6R&_1N R"i0N A, Type of heating W: B. SAOIS-0TNER CONSTRUCTION BEING DONE ON y uric THIS BUILDING OR SITE? Q Bae—❑ LP E3 Natural ❑ Central Utility IF Y65, :GIVE NUMBER OF CONSTRUCTION Q 01 PERMIT Q Other — SPeCily IV. #11CNANICAL EQUIPMENT TO 1E INSTALLED NATURE OF WORK (P#04&complete list of components on Welt of this forum) Residential or ❑ Commercial Heat ❑ SPaa ❑ ReCe"W Central Q Floor New Building 0-0- Air Condtfioning: 13Room Central Existing Building Duct System: Meferia e� nick"as O Replacement of existing system g Maximum capacity i.S A c.f.m. V* New Installation(No system previously instaiied) ❑ Extension or add-on to existing system Q Refrigeration ❑ Other — Specify Q'Cooling towers Capacity 9•P.m• ❑ Fin sprinNers: Number of heeds_ Q; Elevator O Monlift ❑ Ewelstor (number) THIS SPACE FOR OFF= USE ONLY Q . Gasoline pump (number) (R A ; C) TSAI (number) RermAs Q.. LPG containers (number) Q' Unfirad pressure vessel Q` Permit Approved by Date_ Q Other — Specie Permit Few LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT C ir w NUMber Units D"Criptiott ModelNutnber Manufacturer ('tonajACM s - DEPARTIIA '#F BUILALI, CITY Of !1`I'LANTIC BEACH„ ;. PiwRl l` ZIP I ) IATI N _~^-_' ~- � LOCATIOn IN ORHA'Y'ion Perm T�tuIex~a �SIIL Addro+"al E+tlr ISACH AVEltU : permit Type s MI ' ANICAL. ATL.AT� TQC OZACN, FLORIDA 223 w„`'. µ A ES:RIPTIam Flees of Work x HE , Lot s H�c�k a _ Sections { Constr. `FYI?el WWD I RARTw �'�r►`r►�#�ips RN s O proposed t oea SIHOLE dub+ ivvo"�+�r e bWel l ings 1 Carde ;Estimated Value #O. 00 CO Improv. Casts • TotalFeL I *44,00 at "». 4/23/91 holWork Ede � � P FIJiC AND 4 WATER R A�`SRS MA`3`IGIN .., APPL.ICATTUR, FEES -7 .w - �g ,, ,, I RMI ' *54,Oft Li d E ® _ ' 1Y NUE` 'i1L " *R` 1hPACT FEE A 0;1 FLORIDA g,, as �$ RADON GAS-H. R..7+ $0. 00 �..»_,»�-- � C! � �'flRNA�'� Ti - � *A��tCTN f�AS � � *01 OO T1 snes IF" w CC�MPA�I t WATER TAP mO. 00 Ac tr a r JRP S"t#L �' . ., SEW" � p BO. 003 . w., . ., SACK [L 1 C?i 'HYDRAULICSHARE 0.00 �L.ic a �+k 3 � � s S R N PECT E`EN �� SSd. H, NPACT PES EQ.6 *baa ,. i . 3 ryy �� a m + ;mzairou^tr:»< .r,*u�a '^ a, k „.ter-+� .: r NOTES: C , i n NOTICE—ALL CONCRETE FO�lRAS AMD FC10tiNGS MU$t'f3 INSPOTO BEFORE POURING peRMtT"VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH:, ND."Dt8RIS"FROM THIS WORK M1#ST tVC T 8E PIACEC3IN PUBLIC SPA CE, MUST BE .CLE 4RED E P AND HAUL" D A1t1iA 'BY E T tER CONTF#ACTOR OR OWN TO C�3M"QLY WITH THE MECHANICS' LEEN W CAN RESULT IW THE P I, I RTY OWN. PAYING TWICE FOR BUILt IN tMPRQ1l TS.": ISSUED ACCORDING TO APISROVED PLANS WHICH ARE PART OF THiS PERMIT AN � CT TOR � r ION FOR WOLATION OF APPLICABLY PROVISIONS OF LAW.` i t . RTMENTUILDIGDEPAATLANTIC BEACH B _ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I, l�oS LOCATION Street Address: OF Intersecting Streets: Between , t� S And 1*6 errr BUILDING Sub-division 11. IDENTIFICATION —To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical .� Contractors -39 Contractor (Print) (g�-�- 5 Master 03 Name ofQ Property Owner � 1p.(J.C� �°q;.J•�r , �2- l Signature of Owner Signature of or Authorized Agent Architect or Engineer I11. GENERAL INFORMATION U A' Type of hosting fuel: B' IS OTHER CONSTRUCTION BEING DONE ON ❑ tic THIS BUILDING OR SITE Q/Gas—@' LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Q Other — SPeolfy 1V. # cm;IiiNICAL EQUIPMENT TO EE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) C�' Residential or ❑ Commercial E3- Heat ❑ Space ❑ Recessed O Central O Floor S New Building ❑ Air Conditioning: ❑ Room ❑ Control ❑ Existing Building 11 Replacement of existing system C) Duct System: Material Thickness ,�/�, Maximum capacity c.f.m. `- "ew installation(No system previously installed) ❑ Extension or add-on to existing system ❑ 1111:94igerotion ❑ Other — Specify -- - ❑ Cooling tower: Capacity 9•Pan• ❑ Fin sprinklers: Number of head- 13 eadQ Elovetor ❑ Manlift ❑ Escalate r (number) THIS SPACE POR OFFICE USE ONLY ❑ ;Gasoline pumper -- (number) (Reseiw�) ID. Tata (number) Remarks S/LPG contain w (number) Q UtAred pressure vessel Permit Approved by Dat- Q Ieilers Q/&Iw — Specify Permit Fe, 1 L-11 IJ LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT City App Number Unita Desesiption Model Number manufacturer (TOM) �A1 r. 4176 DOARTM.ENT OF Out CI`'Y 6F ATLANTIC BGH PERMIT IN 't tMATII3N _ �. ,.�., __:. , .... LOCATION INFORMATION - j Permit #uabor je605 $EACH AVENUE Permit Types UTILI1`TE3';. ATLAN"IIC $EACH, FLORIDA 32233 Clases of Works NEW, � �.:��.�.� �. LEGAL DESCRIPTION Ccs r tr. ';rYp+ r s WOOD �"R�R Lott R�cs�k r Section Proposed ju '''I'NI�LE FAMILY Tc vaships RNG: 0 Dwa ling r s 1 Code; ? Sub#*- ,,,,,, iaidn of Ea i*ated Value% AD 017 Improv. Cost s T+ t�i1 Feer t #,22,11. 11 Amami .. a ;.e *222$. 11 ro , 4/1 V S1 max ask D i A-T $ SVR "ICE TO I w l l ' m, f ,�1`fiTUN ., a :»_� _ APPLICATION FEES .. _. __ . .. b. a u q "I!FFti'II'I" '*0. 00 *ATE .II PACT FEE ,P, $0.00 CHj 4, f x{e.`k« t JA'A f iA $ 5 m " aw x $0.00 f �,-- ---� � ,x O �" �F�1 �lAT�N �- �NADON �GA - S �0. Ott Name s �° L �'Nt�i � �E A�� tT WATER TAP �►1'9'�`8. 1 i Ada> �..,.,.,. I`k Or ... $0. 6 u.. , NYbFtALICSHARE $0.00 0 RI PE `t" FEE Wil,00 SIC. H ;INFRACT FEE "j"x NdTES:. i NOTICE ALL CONCRETE FORMS AND FOOTINGS MU$T BE I*$PECTED,BEFORE POURING PERMIT VOID SIX MONTHS AFTER`pATE"OF ISSUE 4UILDING'MATERIAL,RURSISH'AND DEBRIS.FROM THIS WORK.MU$T NOS BEI #.ACED IN'PI�$I.IC SPr4CE,.AND MUST BE CLEAREDUP AND'HAULED AWRY Y EIT'MER CONTRACTOR OR OWNER. S R C PEATY: 1A�f `I t P l'iGtN�ai'T'1NICE C f .8 1 � ` I a t t � „ISSUED ACCORDING TO APPROVED,..PLANS WHICH ARE PART OF THIS,PERMItAND SU REV034 OR S iO ATION-OF�APPLICA$LE.P^ROYIS10 i1$OF LAW. 4% ,`ATLANTIC$EACH BUILDING DEPARTtVI•ENT 6 " '' 3 . r CITY OF a 2246 ATLANTIC BEACH FLORIDA 4119/91 �q NAME Coastal Forbes ADDRESS CITY Reinspection Fee Permit No 3232 (Final Electric) $36.00 PAID When Signed, Dated and Nurn6r*A This Becomes an Official Receipt MAKE CHECKS FAYMU TO Reoelwd Paynant CITY OF ATLANTIC BEACH, FLORIDA TREASURER s 7v ,r t as 7 � t 0003232 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH Number : 32'3 Adldtr sts: 11151o'n "EACH AYEr'NULS' r rmlt Type % ELL+CTRS+CAL ATLANTXC "EACH, IrtLURXVA 31ZZ3'3 1 a s ox woru: New __ � LEUAL DE'NCR I IbTION -------- constr.--Type: --V-----co srtr.--Type: WOOD trNA"E Lot: Blocs: rection; erc osedl Uses nrNClL.1E FA"XLY Town8bip: I#NO C wellingst 1 Cocle: U !Subs v1010n: st 1ratedt Value: SO.100 Improv. +C013t: FD11.400 Total I'"eeS: '4*_410.OO Amount raids s6'�90.010 [fete I*slct: 121.1 to/1".10 o vest- : 300 maps, 1ptl, '3w, :Z-4tav, � xw, 1 n light Outlets -- ---_- OWNER SNI"0IfTA`I`110N _-_--__-- __ API'LSCATSi�)tt )K�IE'mt ____ same: I4rOROXIS lEft"XT 111'50.;lo t Cfc 88: 11150 "EACH AYLNUE WATER IMPACT fern spio.ovi ATLANTIC 'BEACH, IO1..ORXDA '32.n'1'1 �,MWErt 1"rAC 1` ILEI~ Wo.Citi WATZIC I"IETE.4t ".1K?.013 HAVON CIA`"M-II. R. E. SAO. 00 __ -.-. CONTRACTOR THFOftftATSt.1N - - __ "AVON VAE - int 10110 ame% bXvrN!5 ELECTRIC CO. WATER TAP OO xvd ss: 1004 tluuTff $LI ONID STRELST nzwER TAP' m►Ct. 00 JAICIt"C3NYSLLe, ,rL. '122t5fo IIYUftAULXC !!SHARE #+i). 00 11 C nsxe: C►C►ti3 1 '9 Type 1 RE-xNSP ECT PEE X10 4'00 t9IEC. It ,XhrAC'T rEE 110. KM OTHeft �gf, CiCI NOTES: i d 3 z s NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALIDATION DATE: 12/10/90 6 PM ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AJECT^TO RCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � .�8 ATLANTIC BEACH BUILDING DEPARTMENT C > i �. Rv !�r CONTRACTOR COPY 2 CITY OF ATLANTIC BEACH, FLORIDA Approwdby APPLICATION FOR ELECTRICAL PERMIT 2-11 el TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 'E&.' -i Y ' 41(J11101� lit ev, � Illy ELECTRIC FIRM: ER ELECTFffQfAN NAME. ._ ADDRESS: RFD------BOX BLDG.SIZE _ BETWEEN: RES. APT.i 1 COMM.I 1 PUBLIC( 1 INDUS.( ) NEW OLD( 1 REW.( 1 ADDITION ( 1 TRAILER ( 1 TEMP.( SIGNS ( 1 SQ.FT. SERVICE: . 41N E( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. �j SWITCH OR BREAKER O V AMPS PH W LT -RACEWAY EXIST.SERV.SIZE AMPS PH W VOLTI RACEWAY FEEDERS NO. NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES -_ CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M,V. FIXED 0.100 AMPS. OVER APPLIANCES ' BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS 0003160 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH r'zknxT rul"OftMATraff ------ --- ----- LOCATXON rHrORnATTOH Permit Humbert '31610 AC Cress: 1606 BEACH AVE Ipermlt 'Type: ELEC;TRrCAL ATLdf11 Ze, L-ACN, FLORIDA 3'22,33 Ci esus of Work: TEMPURAR T PULE Constr. Type: WOOD PftAllft Lot: f31�vc nection: Proposed Use>: 91HOLL* rAM1LY Town�l :iP3 Run,. +0 Dwellings: 1 Cade: 0 'Subcliv .sson: ,tstxmetecr Value% 1%0. CIC) \ Improv. cost: 00. On � Teatsx frees: iozn. 00 Amcunt lrerczx ez=. CKt tate Ilo Lel: 1 I rlpbr"50 Werk »nese. k4ftttTAJh . ,rzj4i-. f-OLE 6OAftr 11r H 1r K?V`CI 7" i-RAC tWAY ----- -------- OWNER Zlt"RMA`1`XOM ------- -- ____ APPLrCA'T`XOH IrftEe Name: r,01TIOXIS reft"XT moi.no AC ctrease a 16OZ BEACH A'YE NATER Itlr'AC T rEE 0.00 ATL.AKTXC BEACH, PLORIDA '3223.3 ZL'NER TffPACT eEZ IM.00 Phone t WATER "E'TER so. CC RADON ONS-H. R. !S. 00.no __-- CONTRACTOR OR 1Hlr`S'RMATtON --- -- - ftADOH OA21 - nX So. CC Hemet bxvrtM E'LECTRTC CC). MATER TAP Son. On Address: 1004 IftOTrl StCOND STREET ZEwEM TAP 5181. On JAVICSOMVXLLE, PL. 3223C/ rirDftA0LXU SHARE SO. 00 License: C?Y.?"1.15"1' Types 1: RE-rHS SMT PEE !0.lot) SEC. H XftrACT PEE $10. 100 g NOTES: L►tSER ' !SO. 00 F 00 a 1990 C` c CA I NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE,INSPECI°EQ BEFORE POURING , PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP/ ND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. t "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." 4°A jjprf jm NTE; 12110/90 23• 4.. ,01 - ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ41j@5REVOCATICRR VIOLATION OF APPLICABLE PROVISIONS OF LAW. apff 4.00 ATLANTI ACH BUI ING DoPAI'2 ENT By CONTRACTOR COPY r t ' CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _._19. IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICA FIRM: ER ELECTRI �s._� � s L-sox- BLDG.NAME19 ADDRESS: ., ��SIZE BETWEEN: RES.( APT.1 1 COMMA 1 PUBLIC( 1 INDUS.( 1 NEW( 1 OLD 1 1 REW.1 1 ADDITION( ► TRAILER ( ► TEMP.l SIGNS ( 1 SO. FT. SERVICE: NW( INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPERf ALUM.(W--f ITCH OR BREAKER b PHrt V LT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I IBELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 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. _-L_-BATHROOM GROUP CONSISTING OF -SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) -2 (/ 1 WATER CLOSET, TANK OPERATED (4) 1( __WATER CLOSET VALVEVALVE OPERATED (8) -0--BATHTUB/SHOWER (2) _URINAL WALL LIP (4) _O__SHOWER GROUP PER HEAD ( 3) FLOOR DRAIN ( 1 ) _ V--SHOWER STALL DOMESTIC (2) rr--LAUNDRY TRAY ( 2) __ L __ LAVATORY ( 1 ) 7 v _ _COMBINATION SINK AND TRAY (3) __ __WASHING MACHINE (3) 3 _ --POT, SCULLERY SINK (4 ) _1-DISHWASHER (2) 1-- _ __WASH SINK EACH SET OF ' X_KITCHEN SINK (2) ;W FAUCETS (2) __DENTAL LAVATORY ( 1 ) _____KITCHEN SINK WITH WASTE 3 1 GRINDER ( 3) _ -DENTAL UNIT' OR CUSPIDOR ( 1 ) __!__BIDET (3) 3 _URINAL STALL, WASHOUT ( 4) _ __FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. ( 4 ) __URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _DRINKING FOUNTAIN ( 1/2) ___-_LAVATORY, BARBER/BEAUTY /�`"� SHOP (2) _ l/_LAVATORY, SURGEONS (2) --6)-SURGEONS SINK (3) !_-ICE MAKER ( 1/2) __1__WET BAR ( 2) TOTAL FIXTURE UNITS_L�to _ @ $20. 00 EACH $__ 3(J. _______ JOB INFORMATION �� C e_7 Avg CITY OF r otic Vend - *7&Tid4 BUILDING PERMIT APPLICATION 716 OCEAN BOULEVARD REQUIRED SUBMITTALS P.0.BOX 25 ATLANTIC BEACH.FLORIDA 32233 Each application for building permit must be accompanied by two complete TELEPHONE4900249.2W sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq-ft- or more); and a recent survey of the land for new construction and additions. APPLICATION CHECKLIST 1. Building Application form 2. Two complete sets of plans 3. Detailed Site plan 4. Recent Survey. if required 5. Owner/Builder Affidavit* 'Required when owner acts as contractor r TIME REQUIRED FOR PERMITTING VARIES; APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED. / SCHEDULING INSPECTIONS / Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; specify am or pm inspection. When calling in an inspection please have the permit number, ob location and type of inspection needed. Inspections are scheduled as o lows• 1. Footing 2. Under slab plumbing/sewer 3. slab 4. Framing, rough electrical. mechanical. plumbinf for cover-up on building. use building permit number and ref �_ applicable permit numbers (electrical. mechanical. etc, p 5. Insulation 6. Final inspection/Certificate of Occupancy. V%1A BUILDING CARD MUST BE POSTED OR NO INSPECTIONS V.LL� Concrete cannot be poured and work cannot be covered up until the bu=_, card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $15 is charged for all reinspection. 56 p. Z r i HOLMES -1—furar"wr COMPANY 65SO ROOSEVELT BLVD. TEL.,,.7724100 JAC KSOI VU&FLORIDA 3.2244 TELEFAX MESSAGE TO, 1r FROM: S U33JI:CT; �/ ' Y h rN �► ' e DkrE: 1 2-,z 2 y!� NO. OF PAGES TO FOLLOW: i . j 1341 N.W. 15th ST..P+'JMPANO $EACH, FLORIIy q 33069 5930 ORLANDO ST..JACKSONVILLE.FLORIDA 32208 ,,er . '2nc_n-9+f_nt IQ TP t 904-764.55(16 JO OP- - 1:1 TF41S O PRi P D f COMELL-TER 10PUT 112AID5I F T U TCP CHORD 2X6 SO. PINE #2 KD 15%. EXCEPT AS SHOWN TC X-LOC L-A: 0.29 3.73 6.90 12.33 17.77 20.93 24.37 BOT CHORD 2X4 SO. PINE #1 DKO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.15 12.33 17.52 24.37 : T1-23f4 SO. PINE #1 OKO 15% THIS TRUSS IS OESIGNEO TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILOING CDOE_ DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUINDATION IS 110 MPH AT 27.22' MEAN HEIGHT. UPLIFT LOADS: 930# 930# X - LOCA710K 0-00-00 24-08-00 THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. W- WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRUGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ti T T 6X6 1 . 5x4 6X8 4X7 (Bi) 1X3 1x3 4X7 (at] -- T 7 .00 / 7.00 1 � 4X4 4X7 5X6 3-0-0 7-0-0_1_10—B-0 7-0—a 3-0-0 24-6-0 OVER 2 SUPPORTS A=3309# W= 3.50" r=330-3# W= 3.50" TYN.-ALPINE SEQN-- 37346 FURNISH A COPY OF THIS DESIGN TO ERECTIM CONTRACTOR REV 15.4 .7 SCALE 0.2500 -- -- x }�APLE fE6TE�D awrouE� A M ttE�Es�alvE FaTF�]E cufo T- DESIGN CAI T:TPI REF *IMP OR T ANT suu .or ee r aslaex AF'iPlIhiG IM fwou� ozcTxxw aE CflVTiJV FPCY. f'E$ .F_CE -Ci.Tj0N5 Di AW WVTkTllW 6R`UWS SSM •EKT-76 iSHcGxbb ww TH.ASEa S: �. ., T^ LL 29. �' Pci' at-E 10I22/9D r',_ -:-i; -r.:rol, i�.<It1 t`.lPi iC S•J•Ir yrs !ly ce to ^;" ,,..-u'••.'v",. 1`5:., :u.iTriiaiiiiF-�irii. �� ,U;C5 v,.�- _ .— _ I.':'7_ .-� 'G..-_77• S �GJo HTiSE' c• T+1. +1F?W CVMW--r'T _ T�2`- .!a: :cF :mxTiwu ciu PEAK.- �:-$j{ft[� C,i; T•:. JL �S. =-SF JFilio _ KCw 2t. 'o:l[E �:�cvar l�°...5 rtM— MLM 16:t SR:+7I4i FEWIFEWM.. !*&M CThEWIg ��yE• �'Ft•_S'� �^ — W5 T I! L 1'K� Tc- 1 Tr >.� CAa EE a SHO.M. TIT. CHSY- SH:LL a N LATE _`.'• BTL.CED 777 E- LCL t•:_ "- .s. C4E^791 r 0;d T E-J- A0T"T ae UX E -it FRZ, .EiT c7TACHZID R kma SEa TMKi � Q L r-� 5 i_i D;rc.r - - -- 4aD " O C, rJ - . � T.t 1 � r : � ra - A TS — T PA UT R I PUT LUA & I N SUB�iIT7ED BY TMiLi5 TOP CMAO 2X4 SO. PINE f1 OKO 15X TC X-LOC L-R: 0.29 4.73 9.04 15.63 19.93 24.37 BOT CHORD 2X4 SO. PINE #2 KO 15% MESS 2X4 S13. PINE #3 19% SC' X--LOC L-R: 0.29 9.15 15.52 24.37 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THIS TRUSS IS DESIGNED TD BE USED ON AN ENCLOSED BUILDING UPLIFT LOADS: 440# 4600 USING THE 4968 STANDARD BUILDING COBE. DESIGN MIND SPEED X - LOCATION: 0-00-00 24-06-00 IS 110 MPH AT 27.60` MEAN HEIGHT, THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: 2X4 13 HEM-FIR OR BETTEfI CONTINUOUS LATERAL. BOTTOM CHORD BRACING @ 24" MAX, D.C. REQUIRED. ATTACH WITH ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING SEE DRMPfS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. IS ATTACHED DIRECTLY TO BOTTOM CHOW. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE ALL MAILS SPECIFIED ARE COMMON MIRE NAILS. SUPPORT BY ERECTION CONTRACTOR. OD (A) iBd NAILS RVC6' O.C. BRACING E. SAME GRADE SMATERIAL MEMBER.WEB A O BE SUPPLIED BY ti ERECTION CONTRACTOR. A ,N 4X8 4X4 "A 1X3 111X3 3X5 {A1} 3X5 (A1) 7.00 to 7.00 2 . 5X4 5X6 3-0-0 9-0-0 6-8-0 Y v 2A-8-0 OVER 2 SUPPORTS R=20524 W= 3.50" T`i=2^vici W= 3.50" PLT. TYP.-AlPFHE 5EON-- 37347 FURNISH .A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 urilE EWSWOVDpaomc ua. ns s�nvrAc ExTww c� DESIGN CAIT:TP7 REF T k I MP GR T A(-IT*t s„ou mi sE n]A WARNING �r iwc�� Esgerwr+ uo E01ATiox FWP NEW 3PECIFICATIOPE M ANY KVIoLIuw Ew.:IWAK 'WI-76•. @RICrb6 nom rnssts ...••"••h, T,— LL 30. 0 PSF 0A TF 1 nJ}2?1 r;D e_`eisr. rA sM. F" rY' 1-5 5r CRN _ i �� wx.F:.:.rwEy ate. � 9u•.uz*� ;CED rEx:6�:.cees r�:;nxEk+.1 a s:rn.�.urs€ t�_.��,XlfiC*.,_`,r+i Asn cae �. s+otia+ nr ,� sw_a. r�, ;cc 'G r: ? BL DL !°U .0 Pyr ctd6 E n .JC7N7 �-sh aT7 Fi�7:>`J _ ��'x 'SD - UI PS G — ` 1 �M.'Lei �FEFS .C..�. �a-F �F — .^" ,k.n F.L•7'"'3 .+ioFL T T Y �tWl TS 9OP-3T3 TUIS ONG. EPAIRE0FROM COMPUTER INPUT fLOAUS 6 3 NS 0 S 518h1 TT BY TOP CHORD 2X4 SO. PINE 01 OKO 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.73 11.04 13.63 18.93 24.37 BOT CHORD 2X4 SO. PINE #2 Ko 15% i WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 8.38, 16-29 24.37 : TI-2X4 SO. PINE #2 KD 15% UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 4600 4700 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN X - LOCATION: 0-00-00 24-06-00 THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: 2X4 #3 HEM-FIA OR BETTER CONTINUOUS LATERAL BOTTOM ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. CHORD BRACING 0 24' MAX. O.C. RECIUIRED_ ATTACH WITH SEE bRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTIOM CHORD. BRACING MATERIAL ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE PANEL POINTS ARE TO BE LOCATED AT APPROXI14ATELY SUPPORT BY ERECTION CONTRACTOR. 1!4 OF PANEL LENGTH FROM PANEL POINT WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. IA) 1X4 "T' BRACE. SANE GRADE AS WEB MEMBER. ATTACH WITH A Bd NAILS 9 6' O.C. MACING FIATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. T r 5X4 5 X 4 , X3 Ix3 3X5 (Al) 3X5 (Al) (A) 7.00 7.00 Ln 2. 5X4 3X4 3x8 3_0_p 11-0-0_L2-8-0 11-0-0 3-0-0 24-6-0 OVER 2 SUPPORTS R=2060# W= 3.50" R=cvoO i+i= 3.5u' PLT. TYP.—ALPINE ScCIN-- 37348 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 I weocm IMMM nIME��"'� DESIGN CRIT:TPI REF x*T MP0 R T AN T x*sw a wI ee aE�vrrsuuc r ori WARNING mmw muonL eAtznar Z avre.Tlfa van nem car•_xT.orw oR ixr lEl'IiTI4t SAACIA.SM *WT .s•.SNWUM WqW tea";e="••.. TC LL 3� .�1 :�F RATE in- t n-t�'•; !=•� ,`.` ^�; - is (Rei IAli: o"ma"45m.TIO16-rpl.. 5F-c �.+ecT Tu. raiw raF gwrmue. � S :IA aerr..• V St['•.ta`s, Ti uL 1 r=,F DFl►fu r cz a-.+). V .r sl.: STti: NEW o;v_na: Eajsvcw% E- W- cT ci .EY' l' 3cw •£ET A.r..5 T []' :'_-Fr ut GF1af�. S:1rJer.. TW Oroft SuLL BE L4TE,-1 67N+mQ 1 L - r j -_ .F: .,.c: Tc ti n ccN ,r car xlrl �a�:t. n:rm pL,titaoo st Tr+rrE �'�09 GV_- ' •.. F+ •. , . g -� .-k-:Mw "-T.e' 1Q[. i:"P E:&.',D t{ {Yr Gre+Clt. 4 [1 ,T JOB: TS P-3 T4 THIS 010G faPAILO FROH Cgt!EoTEj3 INPUT (LOA 6 DIMENSIONS) 5 "JITEU BY T TOP CHORD 2X4 SO, PINE 11 UKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.40 12.33 t8-27 24-37 BOT CHORD 2X4 SO. PINE #2 KO 15% a WEBS 2X4 SO. PINE #3 19% SC'X-LOC L-R: 0,29 B_38 16.29 24.37 : 71-2X4 SO. PINE #2 KD 15% : THIS TRUSS IS DESIG EU TO BE USED ON AN ENCLOSED BUILDING USING THE 1968 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS i!0 MPH AT 28.78' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 3608 3008 LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 24-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO MANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24' MAX. D.C. REOUIREO. ATTACH WrTH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-160 NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING 14ATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE: SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS_ SUPPORT BY ERECTION CONTRACTOR. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO Ln PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY BE EQUALLY SPACED. ATTACH KITH (2) 8d NAILS. BAACINIG 184 OF PANEL LENGTH FROM PANEL POINT {WITHIN 12'3 AND MIATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SFNXXD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SUITABLE SUPPORT BY ERECTION CONTRACTOR. CD ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 4X4 N N 7,00 IX3 T IX3 3X5 (A 1) (A) tA) 7.00 3X5 ;A1 3X4 3X4 3X4 ti 3-0-0 12-4-0 12-4-0 24-8-0 OVER 2 SUPPORTS R=20650 W= 3.50' R=,707# N- 350* J PLT . TYP.-ALPINE SEON-- 37349 FURNISH A COPY OF THIS DESrG" TO ERECTION CONTRACTOR REV j5_4.7 SCALE = 4.2500 - u�xrE ewexW� vaomcsa Ax� PRESM rfou�oc�euMOESIGt! CRIT:TPI f F -kk I MPORTANT�*s+vu War��a.smc raF. WARN ING it omL*A esTxw .,,oEivianOW FRpn RE.SE SM--77-ATIMS u.urs OEYrcrrawBW.c1m.5'F -on-]5•.wAcjtr Waco twesm ,""'"�"•"�. T!' LL 30 .0 PSF 0�•TE 1��?795 'h:': [F:!Lk Of, eM'F.__!F:_ ...3i1�irF TRL /u;y�IFY1. n +er�ey tY�Pf=i. �r=r.-..r_:r�.: - '�'Ru r ... 7. a1v:rE rn cu =rs PESI9r vw, aurrxaa a s� u m- TC P. t^ {} �F Dr7Ye( r taF Tt3 -;; L-.x �JAJ!= sr� ma FEW. OR Raw,i�OLRq enz u+ _ o ,3 � _ =T x` L•!�_ r n. £Tae is s Lk r- o �Tr .s c ear. . 5 -.►e .w elac sti [ L.r_fi. ewt t' Ct !_ - L -LIiG T _.r- -e t m�rreg et sa F :X� n Z. o:e-s AND LO"TE WTH RM Y JT7W FDCTL 7LyW X: ,c,srir.E i- -wl IL- .I - - wn N. [i s —- ,..__. + 7- Ec JOU: 1S 90P-j 1:5 THIS D_ _MM. P EEPAREO FROH CQMEUTER INPUT -(LOADS s f?TW-NS 0, SCIUMITTEV BY Tam HF . r10P CHORD 2x4 SO. PINE #1 DKO 151, EXCEPT AS SHOWN TC X-LOC L-Ai 0.29 6.40 12.37 17.83 23.29 29.27 35.37 L 80T CHORD 2X4 SO. PINE #2 MCO 15% WEBS 2X4 SO. PINE 03 19% BC-X-LOC L-R: 0.29 B.33 17-83 27.33 35.37 tL : T1-2X4 SQ. PINE #2 KD 15% THIS TRUSS IS DESIGNER TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN MIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 26.78' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 460# 5400 2008 LOCATED WI7HIN A 8.5' END ZONE FROM EDGE OF THE ROOF_ X - LOCATION: 0-00-00 27-04-00 35-08-00 NATE: 2X4 #3 NEM-FIR OR BETTER CONTINUOUS LATERAL BOTTDµ N7 MANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. D.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-15d NAILS. BRACING IS NOT REGUIREO IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING 14ATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHES AT BOTH ENDS TO A SUITABLE SEE ORWGS. 130 S 160JISOA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. (A) 1X4 83 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 9 BE EQUALLY SPACED. ATTACH WITH {2) 8d NAILS, BRACIMS P-ATE MONITOR USED. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. m m m ,4 5X5 1 .5X4 5X5 ; .5X4 j 1 .5X4 3X5 (A 1) (A) (A) (A) (A) 3X5 (A 1) 7.00 4X4 6X8 4X4 01 12-4-011-0-0 12-4-0 3-0-G 35-8-0 OVER 3 SUPPORTS fl=2275# W= 3.50' R=24874 W= 3.50" R=928# W= 3.50" IPLT TYP.-:LPINE SEGN-- 37351 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4 .7 SCALE = 0.1875 - *x I HPORTANT 4ta ALP"f u R BEuevNesp s=zmwoLa xwc. truces w. xvuwaMW CAM! DESIGN CRIT-.TPI AEF sWnLI WL7r 9L AEsvo�smll<vrn un WARN 1P)6 xw iwnL]w& Er�cxLou ALp orfLU N FW: TIES SPECIFICATTOWS as AW CMATca 5A..CIm.s$ lon-W.*rAcjw Now TH.� TC LL 30 . 0 PSF DATE 10.727 gQ —� t•.jC 7H:` CP£;aw Ow :H"+-'-JFE TL EMD TAT ITLISS IM C01F r9ft3T*AY tM WM*9WATlM&- V!; SIE �a•z,•+C•••,y.L r ak_,: ;,u�aF. FTG h• _.. "plhE MP#ECi AES-104 FIR S=lTICw: SP L EC]-L "'s►"- 5 -�Jt\ 'V� IC UL i - o_! r i GRwu. 1 cis HsliFe:Tu,r,_ ): al _ .L. rl STr=!.W WENT 0=1M F2Cd1I-�l0rM LbLZM.3TzT4 i*A','"'[If(�'-.tn's — <a.� sem. a fir ur ,51m —lE aaer sra.�. Tic c�cr ee __. wc�n _G+�,� Cy ��+': BC G.. PzF —7N(7 L'�IFI��' L.—- -44E: WmS Ti, C -T L .XFwl YW LACATE 13 baTH P,'WPER.Y Aln'-TF'..PL IVA'1:SWE: 7WI K GAF — .....ir, 9 u 1aC ;Tr _ 'ri s.� .i ICJ 1-1).` iJ PSF 0: A LEN 5,-5 Lt J � f ' p— 7liI S pkfo. PREPARED F" CONDUT A & T TOP CHORD 2X4 SO. PIPE #1 DKD 15%, EXCEPT AS SHONN TC X—LOC L—R: 0.29 6.40 12.37 f7.83 23.29 27.36 BUT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% SC•X-LOC L-R: 0.29 9. 15 17.83 27 .38 : T1-2X4 SO. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSEO BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN MIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 28.78' HEAN HEIGHT. THIS TRUSS HAY NOT BE UPLIFT LOADS: 470# 380# LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 27-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM ND WINE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. D.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF iIEB MEMBERS. 2-i6d NAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. SRACIN6 MATERIAL ALL PLATES AAE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWlGS. 130 S 160/160A-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE CONMON WIRE NAILS. (A) 1X4 #3 HEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED, ATTACH WITH (2) 8d NAILS. BRACING 9 MATERIAL 10 BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR- 5X4 1X3 5X5 1? 1 . 5X4 7.00 1X3 3X5 (Ai) (A) (A) (A) (A) 7.00 5-0-5 ti 3X4 7X6 �f 3X5 3-0-0 12-4-4 li-a-0 4-a-a 27-8-0 OVER 2 SUPPORTS A=22781' R= 3.50' R=+920i u._ 3.509 PLT TIP.—ALPINE SEON-- 37352 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 13.2500 xviwE eNowmwD yrs. 3w. inMs 99 RE EXTFgX C&V DESIGN CRIT_TPI REF IMPUflTAtvT s MDTeeaesoaaascrop "Mr ARNING tN &mLuo, owrTim ao 0EVIAreaw Fww rpmsaEc2Ftca.Tum oe oftaevrxUa+ oft swcw5a -W-76-.emclm ww Tp.x �••••••�•.. TC Lt ^l1.0 FSF DATE 10/22/90 27,'j9Ct ori: C-_ezot.OF 40.. F-1LLRf 'C WJL0 T.E TRIS IK ZommoRA v„o lKcv*4 fT30 5-ATPD. 3m ::-T, __ .., .-.. , . - �• .i�3.iE cmrrsr '[.as cesaaa osTR ILo7T7o1.L s F ru- 1��• xlFt£�.�•+i TG DL _ GRh'i _ _.-. Ij c k4"--'Aa. FFAW a ;4Ku ;wX0 >*EE� ►Wl&R.Z] ,:FAI EEAMSM Le--M aT,"ASE `4 y� ! + �, • 7P CM 99+41 �l:T:fl:i1 v"'Kc� } r - i - - . .,. sae. rE_ T� �,ai.c4.�AT�r�E sssh scr 5i'v.DE s+o.+: �'�+ =.r - t ► i :F 1,d{... `f .:.P_I t.-:Xl"AW-_,::ATE wrm x.+oFrc.:.-r ari:o"xY"mc.:sE Fir J': __- t y J it$ TS- 90P-3 T7 IHISA T 5 M T E Y R TGP CHORD 2X6 SO_ PINE 02 KD 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.67 6.90 12.67 18.33 24.40 29.77 `A BOT CHORD 2X6 50. PINE P2 KO 151 32.79 36.37 WEBS 2X4 SO_ PINE #3 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1.15 7. 15 9.00 12.67 16.33 24.40 29.52 36.37 :T1-2X4 S{1_ PINE #1 DKO 15% : : W1-2X4 SO. PINE #2 KD 15% BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC., 1 01-00-00: 1 BLOCK 12' LONG - 7 16d NAILS/BI-OCV THE PLATE CONTACT AREA OR SCARFED AREA OF WES MEMBERS. CAMBER 1/4' AT HIDSPAN BETWEEN BEARINGS. ALL PLATES ARE CENTERED ON Ji0INI UNLESS OTHERWISE INDICATED_ SEE DAWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) IX4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH 8d NAILS @ 6' O.C_ BRACING MATERIAL TO BE SUPPLIED BY ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN ERECTION CONTRACTOR. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND ALL NAILS SPECIFIED ARE COMMON WlflE NAILS- SHDIJLD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE_ N - L,a11a11►a61UtlCa LUAUS•- -----� s'--- 1ITAAT IOAr-"`\ --IU- L-PLF A-PLF E1gF'Q�tJT -- x oc WAS TC 1 90-0 90.a 7. m f C 3 19900.4 190.4 36.67 BC 1 20.0 20.0 7.00 BC 1 7.4C 655 -_ ABc rr 3 220.0 ,4 36.67 BC 2 9.00 7� N UPLIFT CONNECTION - ANCHORAGE CONTINIUOUS TO FOUNDATION UPLIFT LOAQQSS 700# 3010i X - LOCATIOW- 1-00-00 36-08-00 it** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW 6X10 3X6 7X5 3X5 6X90 3X4 (Al) 4X10 9 .5X4 4X5 (A1) TS 12 7.00 7,00 6X6 1 .5X4 3X8 3X8 2. 5X4 4X8 c _ 5X4 5X6 1-4-G a -0_0 7-U-0 22-5-0 7-0-0 3-0-0 ti s W 36-B-0 OVER 2 SUPPORTS LO R=3712! W= 3,50" 50' J PLT TYP.-ALPINE SEDN-- 37354 FURNISH A COPY OF THIS DESIGN TO ERECTIDN CONTRACTOR REV 15.4.7 SCALE = U. 1675 ti1.P w Ftmw �m iemucm IMC. swMEs Sg4 rM FXW"CHIC LTESItiN CRIT:TPI REF ` T1 MP ORTANT��c srwl ws ar r�ct� mf rm ARMING IN wirOcDAL w=lm wo Cz 7r,Tmk FWk Tj*�:.E 9'_.TFTCKTX%M OR 00 V"lAnOW FFft er CIM.sr 'an-75•.0"-JNB V=T ..••.•••,••�„ 0 n 0 22: :J-)1 [ _ 7r7: C=E76r1 G' Ah'i F.4:!1PF TO 21iIIn TW Tq(cr_. yw traicrrs.^ rrr..._curc„m, ._S . s .o%1 t- ice' 'yti, TC L!. 3_ P5F �A TE J C_ gC} y _ .UET,7Z -3 1 Nom , :T `Ss+L6e lP�rJs'ZFTJAL9"STr-ss' IEFl 6kcL7M6 fEru[ uaFssFOR Tar.��vr ��LPEVo- �IFiY { s ��C aL �J. ?5F rRYlo Y!s SGrt; 0o- 45FK _..ae. s...ce BC: GL W._, r`**S T 1: TL i0h. - _01M AAt _=ATE .7Tn XCPFFFtr ATTAChM OLAUM.9{AT6T046 J'+.pp9�• - - _ - _ - .- 1, f C - +: . L "}} 1' �• p lctt Wit? ri- T TB TN MG. PREPARED FROM CQ'W-JTLR INP03 ILOADSN91 T 70P CHORD 2x4 SO. PINE 11 DKO 15Z TC X—LOC L—R: 0.00 4.73 9.04 15.22 21 .44 27.63 31.93 T' &7T CHORD 2X4 SO. PINE Oi DKD 15X. EXCEPT AS SHOWN 36.37 WEBS 2X4 SO_ PINE f3 19%, EXCEPT AS SHOWN BC X-LOC L-A: 0.00 1. 15 9. 15 18.33 27 .52 36.37 :61-2X4 50. PINE 92 KD 15% : : W1-2X4 SO. PINE t2 KD 15% THIS TRUSS IS DESIGNED TO BE USED CH AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN MIND SPEED UPLIFT CONNECTION — ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 27.83' MEAN HEIGHT. THIS TRUSS HAY NOT BE UPLIFT LOADS: 5900 5509 LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF_ X - LOCATION: 1-00-00 36-08-00 NOTE: 2X4 #3 HEMF-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS_ BRACING IS NOT REOUIRED IF A RIGID CEILING 15 ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SEE DAWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. 04 ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMMBkA PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY BAG LOC 1 01-00-00: 1 BLOCK 12' LONG - 2 16d NAIL BLOCK 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (A) 1X4 aT' BRACE. SA14E GRACE AS NEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING 14AIERIAL TO BE SUPPLIED BY m ALL NAILS SPECIFIED ARE COMMON MIRE NAILS. ERECTION CONTRACTOR, m m :v 5X5 3X4 2. 5X4 5X5 2.5X>(Al) 3X90 1 .5X4 3X8 (A1) (A) 7 \ f d,i � a 3X8 2.5X4 3X8 3X8 7X8 1-0-0 9-0-0 36—B-0 OVER 2 SUPPORTS '—' Rh3013# W= 3.50' R=2823* W= 3.50. DLI . IYP,—A,LPJNE SEON-- 37356 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE O. 1875 = uP31E EN671E'9M Fxaacrs nc. 1S1gSSm iKWM Exymm CUM DESIGN CRIT:TPI FIEF x*7hfPl3fi7A.NI*# ec noa AWWARNINiG n .woxIms� MxTm" Am `F.ItTKI:FFXW 14EE. 5KCIFICJUDC': M wK OEYIITtOW fFOw DFAE X_OW 'Sa-76".MPACIM WSW mss ....,,..... TC LL 30 .0 PSF DATE 10/22/90 "ri l t47,-` I h": JE1 Sari CA UP. =a;_UFE T;•EI:?lf c{ TRx"- IV CGFWN ACE CONENLIRf Am iE�OWFLnRTIb15-+T97� :ir a":'r�C C :'••: _ 7. T - �.� T1 1..hL.:FI �' Ee r '� TINE �r#F=T T.tIS IE°:9+ i0F t�ITty� sFc7s� r•Ea�.- aJ�- ' �''i t i GL .l FT 7F DAtWG c$-T 6F'.:IH6 1111i.E�S CTrEAt:S£ �+ C '•� - -- `1 k !.,,. T�a .E r� r x T .Oat GUIX = s.twm TOP axsu. sra:i SE U.�u-ERW c t ' 'ft>t"= 5C DL 1{t —`- r 1tacCi.N T: e:1T Ai '. 1JSWT .vde IOC..TZ kS KITH PPI1PEI if 177AC7,E7i P_1Y= 3EkrH!MC fTQ` _ -17 L k L.E�t't h- ri i c�cF Q'-^. F .. a T�G` ,•�� '• - l",_ TtjIS JQWG. PREPAjX0FONCOMU & TOP CHORD 2X4 SO. PINE ii OFD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 5.73 11 .04 15.89 20.78 25.63 30.93 EIDT CHORD ,2X4 50. PINE !1 DKO 15%. EXCEPT AS SHDWN 36.37 WEDS 2X4 SQ. PINE 43 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1.15 .11.15 18.33 25.52 36-37 : Ti-2X4 SO. PINE #2 KD 15% :: BI-2X4 SO_ PINE #2 KO 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING : Mi-2X4 SO. PINE 02 KD 15% : USING THE 1988 STANDAAD BUILDING CODE_ DESIGN WIND SPEED IS 110 MPH AT 28.41' MEAD HEIGHT. THIS T;OJSS MAY NOT BE UPLIFT CONNECTION — ANCHORAGE CONTINUOUS TO FOUNDATION LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF_ tPLIFi LOADS: 6100 570# X — LOCATIONt 1-00-00 36-48-00 NOTE: 2X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. G.C. REQUIRED. ATTACH WITH NO MANE. KNOTS. SKIPS OR OTHER DEFECTS SHAD OCCUR IN 2-16d !JAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING T&-E PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SUPPORT BY EAECT-ION CONTRACTOR. SEE DAWGS. 130 & 160/16DA-F FOR TYP. PLATE LOCATION DETAILS_ n BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER m ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN BAG LOC 1 01-00-00: 1 BLOCK 12" LONG - 2 16d NAIL518LOCK PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND (A) iX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 0% ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. N iV 9 5X5 2:5X4 2 . 5X4 5X5 3 2 . 5X4 (A1) X10 1 .5X4 12 (A) 12 _3X� t� � (A) �7.00 Bi 3X8 2. 5X4 3X8 3XB 4X6 1-0-0 a _0_p 1l-t -0 l4-8-0 11-0-0 3-0-0 Lu cri 36-8-0 OVER 2 SUPPORTS _ R=3a;—>5# k= 3.50• 4=2834# W= 3..51?" J IPLT_ TYP.-ALPINE SEON-- 37357 FURNISH A COPY OF THIS DESIGN 70 ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 = AIfINE E1621 powx s At. Taus IE911OE E7CTiElE CME IMPORTANTxr sx.0 Dor ae �sw.smc va ,.n AFiNIN Iw wunK earxrmr+ w, DESIGN CRIT:TPI REF GEST/.TTOh T'.lM TFE.% 5.E.Irrcan005 OR urr oe:T,Trc.+ WMC116.5ft 'err-70'.aeTucRb waa 14.T35iy ,,,,";c•'""'••.. lTr Li /22/Mkl 7.5 rA iFc Twtz SK u*f UWAWE �COMENU,TIY"0 fECOM60tT Chb+TFIi SEE} J-`�.;V� J"� '•. .... _ - _ .:.L_c* :ut,..rT e.• : PIW M4,-_TGFS Tmit DESISK FOR AWIT,W: 5PECIu ° _Tr r E46',cE . SHOW TOP CKMD SM.,-EL i TETE{_ eu ier• h t" -_ + DL a = - 1, CUSE.T�1 T. ? _� `, .x_1u1 .JG r0.eTE MITti ?FiiFPiV ,T1,UF F.Y YM S.E T.{i F;. �� --F _ - — — -- _ } •.1 T_.._ H I:_ .. 7' -tw, A FIC' q y i • /F i Ti •.• L F u:'A L EPJ ,l-j 110 THIS W PMEAREID EBW COMPUTER 7 LOADS & . � T+O CHORD 2X4 SO. PINE 01 OKO 15% TC X—LOC L—R 0.00 6.40 12.37 18.33 24.29 30.27 36.37 601 CHORD 2X4 SO. PINE 02 KO 15% _ WEBS 2X4 SO_ PINE #3 19%. EXCEPT AS "WN 8C X—LOC L—R: 0.00 1.15 9.40 16.33 27-27 36.37 : WI-2X4 SO. PINE #2 KU 15% THIS TRUSS IS DESIGNED TO BE USED ON AM ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 26.80' MEAN HEIGHT. THIS TRUSS MAY NOT BE {UPLIFT LOADS: 6200 584# LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE A". X - LOCATION: 1-00-00 36-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO BANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. O.C_ REGUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING HAIERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 & 160/16DA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEM�R PANEL POINTS ARE TO BE LOCATED AT AP�PROXIMAIELY BRG LOC 1 01-00-00: 1 BLOCK 12' LONG - 2 16d NAIL BLOCX 114 OF PANEL LENGTH FROM PANEL POINT MITHIN 12") AND -• SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. IA) AX4 #3 HEM-FIR OR BETTER CONTIWJDUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Ed NAILS. BRACING ALL WAILS SPECIFIED ARE COMMON MIRE NAILS. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ® SUITABLE SUPPORT BY ERECTION CONTRACTOR. T m CA 5"'' 1 .5X4 5X5 3XIO ,• . 5X4 2 .5X4 (A1) (A) (A) (A) (A) 3X8 M) 7.00 (A) 7.00 2 . 5X4 3X8 3x4 3X8 3X6 -a-a -0-0 12-4-012-0-fl 12-4-0 3-0-0 S 36-8-0 OVER 2 SUPPORTS w R=3032# W= 3.50" A=2641# W= 3.50" rLi TYN_-ALPIf•!E SEAN-- 37358 FORNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 J 1111E Ew IMUVa MOUCT-1 PC. TRS+Tmm E)CTW-W CAM DESIGN CRIT:TPI REF x*F1iPUR i ANT*1c "LL DOT EE TTz Fm ARNING Tr KOMMM, 0AM-F TN AM = AEP)t.T13H FA30 TAM SifECTFICAQON5 C6 W*pEytMON WACUE.5M '!i F-5'. W=W W"TRUSSES •M,.w,. TC LL 30.0 PSF DATE 10/2229 r�_i TKT> „e5].a Ci- W. F-.LLr< T- EL�L_i. T3 F'i.E= Tn.7h1�PLGwA! CpN,R.fTLAY a6p FTJCDIiETT]RTIOMS-,-TPI) SEE ,M.tT 1; \r�'�•.� -- -- ,� _w c i ,tm� .s:x• _. T�_ .L 14. ==ECT rf-r,5la, FCR :=T' L :a. �• i_ L UL 3 .lJ P F L3FtW5 � r +ic K4.kF. U,."I _;Ok 2: G:.:IF .s...',ut: a EQ UWESS hEM SFIt:)w Flemllp eNrA LbkE`w 1 N WS _� r•'(IPJ r� ti C.T�f;wk_ s:e.«w -_ 730 Reye _- ( :STM AC rsu c SHO h. TOP b10CL 9M�! W Lr7OL'_ 9nt_EU :ST` EfC 0! Pyr —EMG 1! L_ �_ r, ,.,=:,r _cw�•Tia a r.. F r.�- ...a, „a� ,rr Lrc.�Te. tis STT.. aFz� :.Treo �.ne:oo s Tw«c- �. pp��AT^» d)TT-o.Cres"[ ;)T PIG= _._xr1E CII:5F_.'_'w3 X007 _ -I—n Na �i7 Lq. 55 . C) FSF 0!a c DR9 � am ,r- - -- - - l SOP-3 Y i 1 THIS QWQ. PREPAREQ E COMPUTER INPUT (LOADS GDIMENSjCM) syBNTTTED tly TFAj5S WA. TOP CHORD 2X6 SO. PINE 01 DKK 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.87 6.90 12.67 16.33 24.00 29.77 60T CHORD 2X6 SO. PINE 01 DKO 15% 32.79 36.37 WEBS 2X4 SO. PINE 03 19%. EXCEPT AS SHOWN BC 'X-LOC L-R: 0.00 1 .15 7.15 12.67 18.33 24.00 29.52 � 36.37 : 71-2X4 SO. PINE •i DKO 15% : : WI-2X4 SO. PINE 92 KO 15% BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO NAME. KNOTS. SKIPS OR OTHEfl DEFECTS SHALL OCCUR IN BRG LOC 1 01-00-00: 1 BLOCK 12" LONG - 10 36d NAILS/BL.00K THE PLATE CONTACT AREA OR SCARFED AREA OF NEB MEMBERS. BRG LOC 2 36-OB-00: 1 BLOCK 12" LONG - B 16d MAILS/BLOCK ALL PLATES ARE CENTERED ON .POINT UNLESS OTHERWISE INDICATED. CAMBER 318" AT NIDSPAN BETWEEN BEARINGS. SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. (A) 1x4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN 8d NAILS 0 6' 0.C. BRACING 14ATERIAL TO BE SUPPLIED BY PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ERECTION CONTRACTOR. 1/4 OF PANEL LENGTH FROM, PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. m ALL NAILS SPECIFIED ARE COMMON WIPE NAILS. �i .g T UPLIFT CONNECTION - ANCHORAGE CONTIMMS TO FOUNDATION UPLIFT LOADS. 960# 910# X - LOCATION: 1-00--00 36-06-00 **X UPLIFT LOADS BASED ON DEAL? LOAD NOTED BELEW 6X10 4X4 7X6 3X5 6X30 3X4 (A1) 4X22 4 . 5X4 4X7 (C3) w: T ._12__ .4o14r s .A 7.()().ao 6X6 7X6 3X30 5X7 6X6 ��6X8 3X5 (C3) X528-5X10 I-o-a 7-0-0 Y 36-8-0 OVER 2 SUPPORTS R=463-50 W= 3.50' 9=-4378# W= 3.50" J FLT. TYP.-ALPItJE SEAN-- 37360 FURNISH a COPY OF THIS DESI6N TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875 �kPGRT ANT** KrIE"4 " =AM�'�"cAE DESIGN CRIT:TPI REF 1 swcu .nT ee fAMPONa�Baa ARMING IA iwngws crrmm AM 9E:I97=Ot Via+ TrESE W:;=3Cs oW5 W &W OEVI010M aft WACIN6.5-='BKT-75•.MAKCu6 W=7FAZ5 '. a,.••"� •••,,�... ITC LL 30 .0 PSF DATE 1 Q,f ?!90 j < T-TS :E>:c+•'CF, KW F--LW TO£LCLIE 1W Y;KM TN w — _ _ _ _ :,•:� �...�a:a JT . S• T'?0_— 'I, �,"— Si4jCn .:eTSE• s• .FIE Mt*Ea :r:s WSW, f0; :OCrCNL�M;_ w- ✓S`j.n9:�•�••e',� - TC L CL IL F--=F 001 :llsC ^+Z4. _: e:C_ STEEL ifE NEW Dt'6 CrEy7Tc`pm 6 C' �. -1�1 ��G:E Waw . stiws0 �«rnw1 EE TeKarN t � : c 'cF a E:TCW- F?.r, r. T ¢�. .r.1Ni 00�rr»rt r_rH Faoce-,a, LTTFA� nam, a� W T71 �F KX^ 1. _ a �lnr - - - L - _ — � l Arkv T'S e2 PZjTie THL5 EWG. POEPARFU FROMA [ SOMITTEO BY TR TOP CHORD 2X4 SO. PINE 01 01<0 15%. EXCEPT AS SHORN TC X-LOC L-R: 0.00 3.73 7.04 6.29 11-60 15.04 607 CHORD 2X4 SO. PINE 02 KO i5X WEBS 2X4 SO. PINE #3 19% SC X-LOC L-A: 0.00 1.15 7. 15 8.19 15.04 : Ti-2x0 SO. PINE /2 KD 15% THIS #1 HIP DESIGNED TO SUPPORT 7' 0' JACKS WITH No WEBS. NO MANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCAAFED AREA OF MES MEMBERS. � ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED- SEE DANES. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOAM 2000 200/ 00 15-04-00 10X ***OCATIOft UPLIfT LOADS-BASED ON DEAD LOAD NOTED BELOW * m m m . m N 4X8 N m 1 4X5 1X3 2X5 (A1), 2X7 (A1) 7.00 7.00 4X4 4X6 2. 5X6 i-0-0 ti 3-0-0 7-0-0_1_1-4-q 7-0-0 3-0-0 Lu 15-4-0 OVER 2 SUPPORTS A=20960 N= 3.50' S=1EOS W- 3.50' J J PLT. TYP.-ALPTWE SEON-- 34446 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 _ xlthPt] iTANT swa Fr�o`c rxmo �ouWABNING I�-imr, DESIGN CRTT:TPI REF Di i SAT.CU Ffr.K TEEM 9'-MCF ZI016 M PAN DEVIATION flMm 6"IN6=EE"oa-j6'. 6PACIN6 vow 76MM .�-...... —0 -0 -..- .c_:cw OP w=FR_Lri rr°L�7 r.g Ta«E. r..•rvsrga�r�c !a.. ... -... _ N`ttiti3 t i.', 7C !! PjF •7A TE Y _ y c ]STiiL e: - : L-Pnc eCt4l-E T rr- [>_stsW FIR ADEIT[CTA-4 � PET+w- .-�J . Tiit �{n: 1'l G! . r,• FF Cr'Iku 11 .z. �:P:3 .iUc: Fro? 2� �:L6� 'v.�•.s.I-� Sf� LK-EMhEMT bNXJ16 FE•QU"MeAq— U,-M Oirv-w.W _ C9• _ r :'�•i.�.-� �+tw�. .E:Lr�1 �v'_Tra it-s - ,=Tw "c - Cz a SW— BE L=I � '•� r'�• • re srar. TW:r+rss ax�r •. k3.-659, ; �BC DL J J. _ r=ya- -CIJii ate_! C]I.t{;TOFE :[ !�_; 1 1.? .!.M sXi LCCl TE k:TF PF9PENL.Y ATTi.GcG PLYV 3�aTTR N: [ C.T.LD. 5}J 0 PSF OiA L-Pw 1�--`- riYek Ji STI .`��•F� .. •-e r _ T THIS QW6. -PREPARED F C ] )r, 10P CHORD 2X4 SO. PINE f1 OKD 15% TC X—LOC L—A: 0.29 4.21 7.67 11 12 14.04 D3T CHOW 2X6 SO. PINE 02 KD 15% n WEBS 2X4 SO. PINE 03 19% BC.X—LOC L—R: 0.29 4.21 7.67 11 12 54.04 RT. BLOCK 2X6 SO. PINE 92 KO 15% : BLOCK LENGTH = 3,545' THIS TRUSS IS DESIGNED SO BE L6ED ON AN ENCLOSED BUILDING UPLIFT CONNECTION — ANCHORAGE CONTINUOUS TO FOUNDATION USING THE i98a STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT LOADS: EDON 600/ IS 110 MPH AT 27.42' MEAN HEIGHT. X - LOCATION: 0-00-00 14-04-00 1 - - THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: NO WANE. KNOTS, SKIPS OR OTHER OEFECTS .SHALL OCCUR IN FROM ONE SIDE— 7' 0' OF SPAN FRAMING TO THE BOT CHORD THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. OPPOSITE SIi]E— 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 89 PLF AND A BC LOAD OF 174 PLF ALL-PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DFIWGS. 130 & 160/i6OA-F FOR TYP. PLATE LOCATION DETAILS. ti m a+ 5X B N N 1X3 2 .5X8 2. 5X8 (E3) 2 .5X6 (Al) 7.00 7.00 0- 2-5 4x4 1 .5X3 2. 5x4 m 3X5 (E3) X -o-a -a-a m 14-4-0 OVER 2 SUPPORTS R=2096$ k= 3.54' R=209oli iti= 3.50" PLY. TYP.—ALPINE SEON-- 34443 FUf*dSH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 = rti•SiE EUSIT�eEiFD s3+ooLaTs Dr. TAEISE;S aeti,¢TE;EJCiFF?E euE DESIGN CRIT:TPI REF IbiFDRTkNT*;ts.wa wvrec ►rn ARNIPtCi IM MkUXJA FitMCM AM z OEVIATIOM FAC. THE Te SPEC'FXATTOWS Of� MYlATION SWIM.SM 'On-76•. SsvCM MM I ,a;';"e......, 'FC L+ ?4, AjF nA?E !{}.7?27SLS Hit: _ it:i`:i>i 7A OR tai%1:3Liii i:.�.r.5;� i it tNT IH MOM4)67Y 1NY iECOMt7in7Ipi6-sTPIi SEE _.+T��,13'++�.7�iy� y— LL �✓IY+ LFi - T.`waT rErn�1:]J16 FOP AmnwAL FEf1GFJCf1T9 ueERle: d IFi6%�l� ITi• DL i . .:+ ? F DAkG — ^_T.iFSw 3CM. �•c.').E �WE;Ev Y•T_ CS :tiTw ;-ii S&DE i. SLOW TOP CHUM Sw.1i¢ :.JTY"I_Y l�ut'.'�+. �� I � pfes. Dl DL 17.y PIF -ENG L�I:1= iaF! CUBE TC.� L T zIE-' s. .r.Cr J ) .0 LOCATE ) SYN PROPERLY &TT+CNM GLVWXI-5.9 TWwk 14 = Q��J ` _ _ EP-Z*w Ch CCFW IT ?IFIL .-__)t-E OP 5f..-IIm +�. 01A — a7 Ir -� q LQ � PSF gni. r P-3 Tj3 TKIP QWG. EREPAHED FROH COMPUTER 3HPUT jLOAQ§ & Dlt&HSIQLQL SUBMI�7�d 8 TOP CHORD 2X4 SO. PINE #1 DKO 15% TC X-LOC L-R: 0.00 4.67 7.67 11 .27 35.04 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X.4 SO. PINE 03 19Z BC X-LOC L-A: 0.00 7.67 15.04 L1. WEDGE 2X8 50. PINE /2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING UFtIF7 CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION USING THE 1988 STANDARD BUILDING CODE. DESIGN WINES SPEED k FLIFT LOADS. 2900 260# IS 110 MPK AT 27.42' MEAN HEIGHT, THIS TRUSS MAY NOT BE X - LOCATIOt,1: 1-04-00 15-04-00 LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. NO WANE. KNOTS. SKIP'S OR OTHER DEFECTS SHALL OCCUR IN NOTE: 2X4 #3 HEM-FIR 0R BETTER CONTINUOUS LATERAL BOTTOM THE PLATE CONTACT AREA OR SCARFED AREA OF NEB MEMBERS. CHORD BRACING 0 24" MAX, O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RI6ID CEILING ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. IS ATTACHED DIRECTLY TO 80TTOM CHORD- BRACING MATERIAL SEE DRWGS. 130 S 160116OA-F FOR TYP. PLATE LOCATION DETAILS. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON VIAE NAILS. w m ao m m 4x4 N m 1X3 1X3 2X5 (A 93 7.U0 7.00 3X6 3Xifl 1-0-0 3-0-0 a 3-0-0 m 15-4-0 OVER 2 SUPPORTS R=15288 W= 3.50' A-1295# W= 3.bO" J J PLI TYP.-AL PINE SEON-- 34445 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE t 0.3750 _ ( - "`rn'e sNsnr�ueo fpoGue79. ac. ,mases"MMO EX013E CAE DESIGN CRIT:TPI REF I MPGR i'ANT t suu �a,e�x�ro�a>gE soA WARNING Iw "WiNk r�rrmw ,ro iF ]aT:cw F�"ih ME tF:iIF ,i,, .,y+., _u::aa5 a:.w,Den„Dar a-wrta�-sem -aro • elrwcl►s woo zses: „o .ia TC LL 3{1 kn PGF RATE in O(1 i - -- ry :T. �Ta .. ~Ek _`_c- _.SNE an,rE:.� ioxs sf:Iiw Fac, AMIT)M L ; � > s j ' ,[ff� -��+= TF: GL ? PSS G:F;;; aw a ZL'- STM Win 6=1M Ii aLWHENN. LWAL a SStf.kn.- G�' J': SFS [1`I _` p^F v- Y a_aE G++.m a. '9phM 'w-.lgiL 911,1 L 7:-v FSS:ET • S^ • L_.!� 4�C; ...::.. �:�I+E.`::1 "7 '. E 1f -At Lau.--T AS VRI. M.c.iY ,ncL1fL PLY11om S,RFYH-NS ?. El,r., vii -"•, -k -,. Fi. :.'T6.N. . ("J.+'.:�'ri.K:Tr _(zn IC .}5 9 t;. k f - _ = >, ------------ T T EEARED FROM C QIMEW,12W ZMMIIIF-Q TOP CHORD 2X4 SO. PINE #1 DKO 152, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.73 7.04 11.37 BOY CHORD 2X4 SO. PINE #2 KO 152 NESS 2X4 SO. PINE 03 19% 8C k-LOC L-R: 0.29 7. 15 ii.37 : T1-2X4 S0. PINE #P KD 15% THIS TRUSS, IS DESIGNED.TO BE USED ON AN ENCLOSED BUILDING USING THE 1989 STANDARD BUILDING CODE. OESIGN WINO SPEED UPLIFT CONNECTIVA - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 NPH AT 27.22' MEAN HEIGHT. UPLIFT LOADS: 4100 4500 X - LOCATION: .0-00-00 11-08-00 THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. NO WANE. KNOTS, SKIPS OR OTHER OEFECTS SHALT. OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WES MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHIERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ,b 9 47 M rn y 4X0 1Aa 1 JX3 2X5 (A 1) 4-5-5 7.00 4X4 2.5X6 3-0-0 z 11-8-0 OVER 2 SUPPORTS R-1401* w= 3.50* F=1 53* Wt 3.50" J - PLT. T,P.-ALPINE SEAN-- 34440 FURNISH A COPY OF THIS DESIGN TO ERECTION CMTRACTOR REY 15.4.7 SCALE 0,3750 _ "p'*E¢NMWEVU FRooeCW B' W SMS EGIM CARE DESIGN CRIT:TPI REF *itI MP 0R T A N T**m.:_. ADT m OW&AU" r� A RN I NG IU AMCLU , Mmmuft NAD _ wecATLOB Fro%TtfB sKc3FxAricw_ CF ANT U VIA130� ftW=N6.Sff•eitT-�•.�r,CZNs�EOCO'iHIR -ql:�S"y'• TC LL 29-3 PSF PA TF [}��? '4f1 �)ted 1- _ Tv_ r_sic-K•35 9 f i+?.!!f .::C�::... �:£ — T>:w'•"0 om";a"= w:iC+TFw.nFu rs �iftilaiY2llie-•••Is'il. bu ,.•r..«.'y�. — lL •—- - F.i: 2,*r.. 7,LF].c Ctt�T 1Ht5 FAM26A FSC +QiIT DWkL SFIXIAL FENkA- ?�3.•F�Ifr�••=,..L TC D! i U F_r mw's :.=i k:�LF.:` 3R: _: ;Kw E Ei'm-c :TEFL LSLZSV heir SRYZ!W Fc'A.NEWAT6. U.'-MS 07-POWISE 'K- S'bdl -1�T1ih r4 ::4 4STx AE CsAM S-X":. ty CHOM`31I'.:SE TERN_-• 6R4CE!l •� DL PEF -EN "L��'!� •... :.. '. ECT,7.•b $vT L - i JC:C1.T +.�C ICCc: k T1- f�'CiER-Y J.7T.f]E]PLt M0C1. Si FJ TN114 �� •�4- -"ti ;•:t•. t- ;1T rt 7 .T E-i-.':Y.fvw;i. �25r1 F n: T�- IY bi Vwzlwi _ Er l� _ rt. G'� L � �t-LD.- �Q- /. 8- Jl7 P-3 T I THIS VWG. P4WARED EMM COMPUTER T fl Y T-RUSS WR. TCP CHORD 2x4 SO. PINE it OKD 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.73 11.04 11 .37 p BOT CHORD 2X4 SO. PINE f2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-FL 0.29 5.73 11.37 i : T1-2X4 SO. PINE 02 ICD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1968 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIF7 CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 28.39' 14EAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 310► 200# LOCATED WITHIN A 8.5' END ZONE FF4 EDGE OF THE ROOF. X - LOCATION: 0-00-00 11-08-00 NOTE: 2X4 93 HEMI-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24' KAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-164 NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DAWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. (A) iX4 'T' BRACE. SAME 6RAOE AS WEB MEMBER. ATIACH WITH 6d NAILS @ V O.C. BRACING MATERIAL TO BE SUPPLIED SY •- ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. 1X3 5x4 N CJ S IX3 2x5 (At) 0 A) 7. 2.5X6 2 .5X4 5 11-8-0 OVER 2 SUPPORTS R=11414 W= 3.50' R=734# Ni 3.57' PLT . TYP.—ALPINE SEON-- 3.1442 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE a 0.2500 x x It PURI ANT ]'� "� fftoLvm M. MIM MMM EKTFM CME DESIGN CRIT:Ir I REF Aw.[..pT K frsoa�ae rm WARNING �x WASUMK ewacnaa +.o OFY]li]JN fAW ItE2' 9''E�]G?rsr]arr� OR+W' CEVltlidt BFNCU6.5M'eri-J6 ®f4C1�6 W7p TAT ^ " 4i•�.� L i �17 ;'-] OCC ,a'..1, Hl11 r.,Ra=C iH :cs]e1,W uA f..?L.F�'[.&l:tP rif 'fF2.5s Te^nsrou�,.rc Cr*_—,,A9r •�+'�aC Q, Ti ,: ..i e t t�- e 'cures::, ;z:w terse e, �Fr.E .+r Tri r�zs mti,,+ rw m[rlm4k�src,p Pzv«_ Z's �_. TC OL P.:ice GRWr; 4"i FrC+1 2: 'oA1GF ;._v:s = :[ CMI.'._-_% MEM h"r-11416 q-cajuEIH.IS. fir., 1 _ _ —.... ^�-E4Y�5i SrA1 - IY ]PG,Euie 'STM E'PA .MV% Too E"70 514 iE i Ti-..=ISS EN.".� P FL . A f.,�n Ut r r. i'i «CW&Z a.- If aT 4 y D?M 4}23 40UY 27i PRVER T IMZ*r .x.,9301 E 7h,G. ^J — <n.:r w _ - v Jmv is go P-a T01 IHIS MS. PR PARED EMM COkEUTEO JNPU7 iLOAM & 01t1NSI ITIL112 OX TRUSS-MFA o 7bP CHORD 2X4 SO. PINE #2 KD 152 TC X-LOC L-R: 0.29 3.59 6.?i N 60T CHORD 2X4 SO. PI14E i2 KD 152 n WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 3.59 5.71 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THIS TRUSS IS DESIGt+ED TO BE USED ON AN ENCLOSED BUILDING UPLIFT LOADS: 2043• 200# USING TjiE 1998 STANDARD BUILDING CODE. DESIGN WIND SPEED X - LOCATION: 0-00-00 7-00-00 IS 110 MPH AT 27.22' MEAN HEIGHT. 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--- 6' 0' OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SHOE-- 2' 0' OF SPAN FRAMING TO THE TCIBC SPLIT ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. GIVING A TC LOAD OF 89 PLF AND A BC LOAD OF t43 PLF SEE DRWGS. 130 G 160l160A-F FOR TYP. PLATE LOCATION DETAILS. IX3 N 2 .5X4 12 ,,-4 T y 7.00 4-5-5 2X5 (A 1) 1X3 2.. 5X4 J r`'-0-0 OVER 2 SUPPORTS 9, =7140' W= 3.50" 0=744# W1 3.50` J FST . iYP.-��PIME SEQ& 34437 FUAtfI5Fi A COPY OF THIS bE5I6N TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.5000 rixlPiF�L�FTAFdTic# ,a�Emum" �.�la-j' ARMING E" _ DESIGN CRIT:TPI REF IN *AMXIW BkWTNW AW IEYIAT:p,F:ip DeSE SPEC!F:C•;Xtk OR AM VE03.TIOW BN2Ih6.EEr lftT-76•.MUM how IP-Fs -- a'"aC l''••'• T` �L '10 -- .tn/nom/n .i-a"' ..:_LFi °U:L.0 tK TALk-- IN cElwc"CE �MfAw -m fct4wo ATTow-<tPi' Ism :~t,LV� .- r%r L'%.IC J V --� �� ` -- ,T , _�_:: .•:+:.:. f r' -_ .L=:LE t;oLE +c.r�ILa: FV mmLr�_ LTi: r ?3y � `:l'�=� 'C �L. J r 17^ •. a:c .L;w� t.-':c. �rL .y6 aLC-E x.4':+1:• - HEM d.7r.CILb -u 5. _ _ . nYir, 5 Llll I.18LFi:• u► ' t t r►;_ r .. Yt'.�'" Z _ +].n 4.. .LE -3kEi v .`Tv _AE ...- E s 91K)w TPP 'Mal;a%-Z-�,.ti-Ad„_ SRI= _ • ' �jQ P; El .L -I- �'- _ _ :• 'k `:y� _.�.�—.- •1.'c ]. c .� T Cih4 JM_matt M'i 7GiLVE%[ tTT+A'EI 0.1A',10L 9d[i7 LN i� , _ F'•t_I 7-0—I� - 4 o ' . i � . G. PA COP IPUTOAS6 N E TI} K YG FITFItJWz_MFR TOP CHORD 2X4 SO. PINE #I DKO 152 TC X-LOC L-R: 0.23 5.92 11.37 BOT CHORD 2X4 SO. PINE 02 KD 15% WEBS 2X4 SO. PINE 03 19% BG X-LOC L-R. 0.29 5.92 11 .37 i UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED] BUILDING UPLIFT LOiAD& 2000 2000 USING THE 1988 STANOAFIO BUILDING CODE. DESIGN WINO SPEED X - LOCATIONt 0-00-00 11-OB-00 IS 110 MPH AT 28.58' MEAN HEIGHT. THIS TRUSS MAY NOT BE LOCATED WITHIM A 8.5' END ZONE FROM EDGE OF THE ROOF. NO MANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACt AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATFAAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REOUIREO. ATTACH WITH ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING SEE,DAK6S. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. IS ATTACHED DIRECTLY TO 80TTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE END VERTICAL KAY NOT BE EXPOSED TO MIND PRESSURE. SUPP09T BY ERECTION CONTRACTOR. ALL MAILS SPECIFIED ARE COMMON WIRE NAILS. s 1X3 N N 19 2.5X4 2X5 (A D 7-1-15 7.00 1X3 2 .5X4 3-0-G Y 11-8-0 OVER 2 SUPPORTS J J PLT, TYP.-ALPINE SEON-- 34439 FUkRNISH A COPY OF THIS DESI6N TO E►AECTION CONTRACTOR REV 15.4. 7 SCALE - 0.2500 ALLPIW EGww 3m wourm LR. WAMM 90=9 EXMW ON DESIGN CRIT:TPI REF MadRTANT* sw,u Mn w r9vommou:rm r WARNING z» wmxm Eo71ar me CEYTt710h FaOV 7► WP ]FIC4TOF. OR AWDEY7t.TlON Gil tlwlso.w '96-38•. NPAMt6 woo masts .••Y"c r""••.. T[' I t "30 . 0 oSr DAT` 6777W e.r. e:r..re hf ^,�^. •F:.:ru..4ni CC* wY aw AtCOM B"7100 TPI) SFEfir' .l '•: s:oa,cc. �:. 114 i]I,--atstal rw Awrmi ss xEuu mow- ?�� 7i DL l! F�� ORrIG . - - -- >,e WIILP 'TWc ==s7H. �. ...I:;c`o�rati'_c-D 310Et. *CW,fiPALIW eESJUMWE us.�M MAEW'-sE .-��. C►j;-.S°' : r� : r' zstr _,aE ikkm SOT++ Tw ociFM 91� 5E F�'jF _t•;G ._ :.1n xL"T I�' 13C.:r� n �TTti Pi�oLlf 4».c a PLYW= S:k-Ta E. " E-- K* Cr f:.�:-n F.T.. _ Ti -L R F �, � E 33 - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900•A•89 SECTION 9 -RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZON DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 PROJECT NAME "` �' BUILDER: C-�ASTA Al10 ADDRESS: PERMITTINGi CLIMATE I ❑ 2❑ 3 OFFICE: ZONE: OWNER: Rows PERMIT JURISDICTION NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED SD. GLASS AREA AND TYPE UNITS COVERED BY= FLOOR AREA FI CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT EAVE MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH ERHANG .� FT SIPANEGE- FTS PANE FT REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE S0. DOUBLE- S0. SINGLE-FAMILY DETACHED CONDITION: El LENGTH FT PANE FT. PANE FT. NET WALL AREA AND INSULATION EXTERIOR MASONRY R = `` EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = © Flik P, � �T 10 m so. so FT L� � FTCD ADJACENT MASONRY R = ADJACENT FRAMESo. R = ADJACENT STEELSo. R = ADJACENT LOG R = t__i_l�_J F0. m .� �� FT m � FTm �F0. ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SINGLE ASSEMBLY R = SLAB PERIMETER j R = RAISED:WD CON G R = 1 �F0. m FF ❑ ®FT �j f0. FN DUCTS f COOLING SYSTEM I HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS UNCONDITIONED CENTRAL ❑ ELECTRIC STRIP HEAT ❑CEILING FANS ELECTRIC SOLAR: ❑ .m SPACE R = ROOM ❑ NATURAL GAS JMP SF. _ I-- ❑CROSS VENTILATION NATURAL GAS HEAT RECOVERY icHeca ❑ �� ❑ PACKAGE TERMINAL ❑ROOM UNIT OR ❑OTHER ❑WHOLE HOUSE FAN ❑OTHER FUELS AIR CONDITIONER PACKAGE TERMINAL FUELS DEDICATED IN CONDITIONED HEAT PUMP ❑ NONE ❑ATTIC RADIANT ❑ NONE HEAT PUMP: ❑ .❑ SPACE R = ❑NONE BARRIER EF _ m,❑ SEER/EER = La,� AOUEHSPf i j ❑ MULTIZONE EF = BEDROOMS NUMBER F INFILTRATION ��_�, _ y Q! X 1 00 - �� PRACTICE USED Hii, }, ( A El #1 #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900•A-89 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZO DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 X 3 PROJECT NAME I . t( BUILDER: (77)%TP77 r C s AND ADDRESS: OFFICE:PERMITTING CLIMATE 1'1.. �� ZONE: � ❑ 2 ❑ 3 OWNER: �- PERMIT JURISDICTION NO.: 77 NO.: C' } NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED ) S0. GLASS AREA AND TYPE UNITS COVERED BY� FLOOR AREA t FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION THIS SUBMITTAL: PREDOMINANT ❑ EAVE OVERHANG ®�® SINGLE �FT SIPANLE FT MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL LENGTH FT PANE I I I�J REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE- SO. DOUBLE- SO. SINGLE-FAMILY DETACHED CONDITION: [] LENGTH FT PANE L1�--Z`�1J FT. PANE FT NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R L_1�1t_3.C!'-' F ® . FT ❑ FT ❑ ❑�❑F0. m ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R �❑ FT ❑ .❑ FT ❑ so FT. 0] 1- FO. m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = I SINGLE ASSEMBLY R = SLAB PERIMETER R = RAISED:WD ON p I R 3 t o Fa. 3 ► I I ❑FtD ❑ L�L`~'J FT ® I ( O FO. q DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED CENTRAL ❑ELECTRIC STRIP (HEAT ❑CEILING FANS ELECTRIC SOLAR: ❑ •❑ SPACE R = ❑ ROOM ❑NATURAL GAS UMP S.F. pr��' ❑OTHERCROSS VENTILATION ❑ NATURAL GAS HEAT RECOVERY(CHECKI ❑ ❑PACKAGE TERMINAL ❑ROOM UNIT OR FUELS ElWHOLE HOUSE ❑ OTHER FUELS DEDICATED IN CONDITIONED AIR CONDITIONER RMINAL ❑NON ❑ATTI IANT ❑ NONE HEAT PUMPHEAT PUMP: ❑ ,❑ SPACE R = ❑NONE BARRIER E.F. = L_-LJ ❑,❑ SEERJEER= �,� NUMBER OAFOUEHSPFI El MULTIZONE EF = -� BEDROOMSF INFILTRATION RAC iCE USED 'i 5 T l Ict 4 o (► I `o I ` X 100 = #1 W #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida ErVrgy Code.Before construction is completed,this Florida Energy Code. building will be inspected forom fiance in rdagce ith ion 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: r DATE: DATE: •-*'' -- FLOODPLAIN DEVELOPMENT INFORMATION Type of Development; --- _(IJ ��9✓h 40 ✓4 ------------ Flood Zone: ------------------- Required Lowest Floor Elevation:_______________ If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement% I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date__i/() � __Applicant's Signatur hza�-4___ ---------------------------------------------------- Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation Survey Filed with Building Department ___________ ----------------------------------- Building Department Representative page 3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900•A•89 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZO DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 3 PROJECT NAME M t(—Y BUILDER: G._ V=6 f-- S AND ADDRESS: PERMITTING CLIMATE OFFICE: , ZONE: 1 ❑ 2 ❑ 3 OWNER: PERMIT JURISDICTION a , ,� 6 C'JV�t C. NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OFCONDITIONED SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION E] THIS SUBMITTAL: PREDOMINANT EAVE OVERHANGElk P FT SIPANLE FT' SIPANLE FT MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE S0. DOUBLE SD. SINGLE FAMILY DETACHED;yj CONDITION: ❑ LENGTH M,� FT. PANE U FT PANE FT. NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = I 1631 FO. ® .® L T FT m �FCT) m E FT m ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOGso. R = I FQ. E:1 .❑ ��F0. m F0 E] I__L�W FO m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SINGLE ASSEMBLY F R = SLAB PERIMETER R = RAISED:WD ON❑ R = .� U FF .�_�7 I I I I FOTS . L�1-1�FT 42 0 F0. q DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN CENTRAL ❑ ELECTRIC STRIP HEAT ❑ CEILING FANS ELECTRIC SOLAR: ❑ ,m UNCONDITIONED u SPACE R = ❑ ROOM ❑ NATURAL GAS PUMP ❑ CROSS VENTILATION ❑ NATURAL GAS S.F. _ ❑ OTHER HEAT RECOVERY fcr+ecKi ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR FUELS DEDICATED WHOLE HOUSE El FUELS IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL El IANT ❑ NONE HEAT PUMP: SPACE R = ❑ NONE HEAT PUMP ❑ NONE BARRIER E.F. _ •m m•� SEER/EER = —NUMBER OF Ln AOUEHSPFI ❑ MULTIZONE EF = BEDROOMS = INFILTRATION PRACTICE USED G + e, 5 TIct 1,5 � CD X 1 o = ❑ #1 K#2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida E r Code.Before construction is completed,this Florida Energy Code. building will be inspected for om liance in Gordaa ith S ion 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: F DATE: DATE: -+- DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE CALCULATED BY ^ATE JOB.NO. CHECKED BY DATE SUBJECT: SKETCH NO. 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'.�.... .... ........ ... ........_........... ....... �............. .. .. ...... ..... .... !9 ; its . ..... :�.... .... ! a t t qi 34�........ �.......t.. _ ..aQ............................ ' 1....... /. '.. k i i { f , ............. ........ ........... .......__.' ..... ...... ,....... a. �.:........«.. 3 7X'6 ... {� , Zr ... ... � . ....} 2 3 . .. .. � ... ... .. ; ... ........ ...... ... f s ` _j - I � GIN I i h 6b -4 a; I i I � 4 i AL BEARING *Ag D aED )NWALLS Preliminary n Layout '} 0 I rI ! y THIS ENG. MAY BE LTFD g)R PERMITTING. pV . rnri n4pR.7a W V USSES) FOR POSSIBI E CHANGES PRIOf 40 ERECTION OF TRUSSES. r JOB: IS 9OP 3w� THIS DWG...PREPAREB FROM COMPUTER INPUT (LOADS & DIMENSj NS)SUBMITTED BY TRUSS MF . TOP CHORD 2X6 SO. PINE #2 KD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.73 6.90 12.33 17.77 20.93 24.37 BOT CHORD 2X4 50. PINE #1 OKO 15% WEBS 2X4 SO. PINE 13 19% BC X-LOC L-R: 0.29 7. 15 12.33 17.52 24.37 : TI-2X4 SO. PINE #1 DKD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 19BB STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 27.22' MEAN HEIGHT . UPLIFT LOADS: 930# 930# X - LOCATION: 0-00-00 24-08-00 THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. a--oNfUMINAR y I)R.4 Wt _ 6X8 1 . 5X4 6X8 4X7 (B1) 9X3 1X3 4X7 (B 1) T1 7.00 7.00 I 4X4 4X7 5X6 3-0-0 7-0-0_1_10-8-0 - 7-0-0 3-0-0 24-8-0 OVER 2 SUPPORTS R=3309# W= 3.50" R=3309# W= 3.50" PLT. TYP.-ALPINE SEQN-- 37346 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE fNGINEEFED PROIX1C15. ITC. ',, HANDL', EXTIFIE CAFE DESIGN CRIT:TPI REF X i IMPORTANT}*SHALL NOT of i1E5PON578LE FOR ANY WARNING IN HATOL/NB. EFECTION ANO DEVIATION FROK THESE SPECIFICATIONS OR ANY DEV MOH FFM BMCING.SEE '9117-76'. IBRACINS WOOD TRUSSES: •"•.•`.. �' TC LL 29. 2 PSF DATE 10/2?790 ! _ T!:IS -�ES1G1:OF Am FAILURE[ TO BVILC THE TRIF_S IN CONFORKANCE C"EMARI ME)RECOHMENVATTUNK-.TFI). SEE ` J�,�11.. 5-,�-'''•., STANDAP.L�STBE' TPS 11FIHE C014ECTORS THIS L`ESIGI+ FOR AMIT1014L SPECIAL PERM- ' TC GL 1 " `SAF DR�'lu AnE M.AI:JF AC7U'.E: FAM 2( GAUGE GALVANIZED STEEL UNLESS HENT RRACIIA: fLsOUIFtEM-cNTS. U1E99 OTFERWIS£ � E• 9' �` — .•HEW15- SH'I"` HEETl1E- REOPIREHEHITS OF ACTH, A446 6RACF + SHMTI TOP CHORC BNA!L BE LATERALLY BRACED V �.. BL, DL C-�-� �9/ — I•�r_ , APF_[ C001*2TORS TC BOTH FACES Al EACH JOINT AND LOCATE AS WiTF PROPERLY ATTACHED PLYMM SHEATHING. �• NB-j^sO9 ,: T.LD. l�l..l G FSF OSA LEfJ. 1 -:P.'_ - 11!4:11! U." ME-gv.ISE HOY9' 5 -�. CHOF. v!!Tr F GI E II.F, DF.5R IHG !Z ♦W`4 �lF1 - ! . FA 6. - - - fK 7 -_ JO. TS 9OP-3T2 TH„ 5 DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED QY TRUSS MFR. TOP CHORD 2X4 SO. PINE #1 DKD 15% TC X-LOC L-R: 0.29 4.73 9.04 15.63 19.93 24.37 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 15.52 24.37 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING UPLIFT LOADS: 440# 460# USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED X - LOCATION: 0-00-00 24-08-00 IS 110 MPH AT 27.80' MEAN HEIGHT, THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.5' END Z014E FROM EDGE OF THE ROOF. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4 X 6 4 X 4 J?�E[[M/NAR Y DRAW pqG 1X3 1X3 3X5 (A 1) 3X5 (A 1) 7,00 (A 7.00 2 . 5X4 5X6 3-0-0 9-0-0 6-6-0 9-0-0 3-0-0 -4 24-8-0 OVER 2 SUPPORTS R=2052# W= 3.50" R=2052# W= 3.50" PLT. TYP.-ALPINE SEON-- 37347 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0.2500 ALPINE ENGINEEFERI D PRODUCTS. INC. TSSES IEQUIFE EXITE6E CAFE DESIGN CRIT:TPI REF TxIMPORTANT }SHALL HAT BE IESPONSIBLE FOR ANY WARNING IN HANDLING, EPECTION AID ('\ DE\'IATIDN FROM 1HESE SPECIFICA.rIDMS DR AM' DEV1AlION F BRACING.SEE 'D,:1-76'. ® RU RACING WOOD TRUSSES: ......\UC ,• _l 11 TC LL M . 0 PSF DATE J0/22`90 1!'IS DESICN DR AN' FA.ILUPE 11 BVILD THE TRUSS IN COWORKA14CE CIMMENTAP.Y AHA RECOHMENDAIlMr-L�TPI) SEE • •.�"V'••., ?'• TtE 'Duf�Ii+ ST a1AARP Q5T8E' B+ TFT. ALFA$ CONI$CT THIS DEE751: FOR Af.IQTTIpul SPECT aL PERM- J, % ( TC DL F 5 11RWC AF:E I;:IAF ACTIRED FROH. e( oAJ,E GALYAI:I?m STEEL UNLESS HEM 6RACIHHG FEQUIREAENTS. lRS'rSS C1NERh'ISE r�t"� 7•'•A�: /, /� _ ^t•-_a1:ISE SHOO W, ,KETSfTC REO0IRSKUTS 0- &SDI a-* GRADE X. SHAME TOP CHOM SHALL BE LATERALLY 6 ACEI /y♦ : V ^,: Bl, DL G 0 P_F -CNG +' �'[�� sFPIY CpN$-TOPS iC - .H F4 ES <t EACH .1CIN1 AND LOCATE AS WITH PROPER ATTACHED PLYI.VOD SFEATNIN6 k�.�.�. L _ I_ ,_Rl He ,:I_mE HOva,:c: AtEEe cTtTHYISE SigTN BOT-OV.CHORD KiIH EIoIO C'_IL1gF >F.BRaCIN " 609 ,iji6 .LD. 5F. 0 PSF O/A. LEN. 24-6-0 --- : -. D._E, n .- -- _-=_ —[=Vf uc , r. y`n Q•{I�y7E p FAL. 1 .93 - - ^J ^ -- :H.. Id' H,ATI;JNA.. DFSIM:`F-E"T=•..f 1DV FDF.NOM'Ca.: r; !1 ,�Y4�f ,,rt►Pn.�.eG�tt'. �� - )1 n _ J B: TS 9OP- T3 _ THIS DWG. PREPARED F OM COMPUTER INPUT OADS & DIM NS ON5 SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE It DKD 151, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.73 11 .04 13.63 18.93 24.37 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 8.38 16.29 24 .37 : T1-2X4 SO. PINE #2 KD 15% UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 460# 470# NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN X - LOCATION: 0-00-00 24-08-00 THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY SUPPORT BY ERECTION CONTRACTOR. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. 5X4 5X4 PRELiM "ARY ®RAWtt4r, T IX3 9X3 3X5 (A I) 3X5 (AD (A) 7.00 7.00 2 . 5X4 3X4 3X8 3-0-0 11-0-0 2-B-O 11-0-0 3-0-0 24-8-0 OVER 2 SUPPORTS R=2060# W= 3.50" R=2060# W= 3.50" PLT. TYP.-ALPINE SEQN-- 37348 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALPINE ENGIUEEFED PnDDIICTS. INC. TMSSES REQUIRE EKTIEfE CAFE DESIGN CRIT:TPI REF * I MP OR T A N T SHALL 401 BE RESPONSIBLE FOR ANT WARN I NG IN HANDLING. ERECTION AND DEVIATION FROK THESE SPECIFIC/.TIONS OR ANY DEVIATION FTWH BRACING-SEE 'BMT-W.IBRACINS FOOD TRUSSES: • •C.+•••• TC LL 30 . O PSF DATE 1 O/22/90 Hr)f 1�tC C 'PIE LESION OH W. FIALURE TS•WILD THE TRRSS 114 CONFORKIMF CO4ENTARY Atli RECOMMENDATIONS-ATPll. SEE ••�,,V •`T•4••'•. 7J•�Ftii�.;•. ... TC CL 55 . _ r5F DRW6 — — "�.•. 7!. 'fw:.Li T. G7ANOAF.[: aST6S' BH TPI. ALPINE CONFECT THIS D-eSiGw FD'n AODITIO:RL SPECIAL PERM— 1 '*E H,k1kFiSIUREll FROM. E: SAUCE GALVANIZED STEEL UH'LE HEM BRAClfk- REWIFIEENTS. UNLESS OTHI.RH:ISF t ' Cr„gn!ISE SHC”: fffET±17'c 4E:iL'IREHENTS O: AS7n AAOE ORAOE A. SHgM:. 70P CNORC SNRLL BE LATERALLI BRACE. • :` p(, �: BC DL �l ��I FSF -ENG Ut•i-_ AFPLY CDHNE�SORE 70 E_T�.FACES Ri EAC" JOINT AND LOCATE RS PITH PROPERT AT7ACFE0 PLYWOOD SNEATNINE ��_<VOS ' .. ?EtP71H ..- Il?,;iH:,! J!.`_SS OTHERI±:SE StFJA'N _TTM. CH. ,H:7T� F.IEIO CE±L':Nc" DF. ORALII: �E F ps • TT.LD. 55 1 FSF 0!A LEN. ?-`—C—O X AS *Et Di -c:_$f. - !EE Tn. R (]U� 3 — - - - - •.vR10!�'V F -- I Dif r-r&r- n e nr JOB: IS 9OP-3 TA THIS DWG. PREPARED FROM COMPUTEO INPUT (LOADS& DIajlSI0N5) SUMMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE ii DI<D 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.40 12.33 98.27 24.37 SOT CHORD 2X4 SO. PINE 1'2 KO 15% WEBS 2X4 SO. PINE /3 19% BC X-LOC L-R: 0.29 8.38 16.29 24.37 : T1-2X4 50. PINE Ill KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 28.78' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 3601 3001' LOCATED WITHIN A 8.5' END Z014E FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 24-08-00 NOTE: 2X4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX, D.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE ;C MMON WIRE NAILS. 4X4 aR D"WiNc 7.00 1X3 T1 1X3 3X5 (A 1) (A) (A) 7.00 3X5 (A 1) 3X4 3X4 3X4 3-0-0 12-4-0_1_12-4-0 24-8-0 OVER 2 SUPPORTS R=2065# W= 3.50" R=17071 W= 3.50" PLT . TYP.-ALPINE SEON-- 37349 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODI1C-Is. "' tRITSSEs IEDUIRE Ex7REHE cME DESIGN CRIT:TPI REF )ixIMPORTANTXX SHALL HDI SE TESPDNSIBLE EDR ANY WARNING IH HANDL'JH6, EFECTION AND F� n DEVIATION FFM THESE SPECIFICATIONS OR ANT CEV7 ATION BRACIWS.SEE 'BYl-76•. IMAMS WOOD TRUSSES: ...... ........ TC LL 30 . 0 FSF DATE 10/22/90 '.HIE DESIGN%.. M7' F1._LERSE 'C BUILD THE TRUSS IN CONFDRNMICE COMENTART AND RECONHEIDATIONS-.TFI). SEE �.-`�%US S.,�-''••,, _ _ '✓ :T. -r 'OUk_7T' E_11Kll='n[ 3S16B' E` TFI. ALPINE. COMECTORS THIS DESIGN FOR AMITIRL,L SPE:IAL FER-A- �'J TL, DL 1._ . F ORWG --FEw:IPJ=A:iIK:E[ FROF ;.0 GAJ:-F 6ALVAll1 ED STEEL MILES tem, BRACING REOVIEEFEHTS. Ud.ESS OTHERNISE ':•E,``�IFIC a�~% n F/HX:;wI.SC SHOM HEE TI*F REDUIRE-EI:TS DT AST- a.4E GARDE A SHDWH. TDA C1i0Pd SHALL E£LATEA4.LL•. BRACE[ jj33 V ��`� BLS DL U D -CF -E��(: PPL+ CONHECTDRE TC 33Th FACES AT EACH JOINT AND LOCATE AS WITH PROPEFLN ATTACHED PLYWOOD SHEATHING A nOL�y per' �G / :Y RIT.T IMMIM', '.11LS_ OTHERWISE SHDWH SOTID- HDPi 1:STY. F7ET-C"E TNC I-BRA IH �SDg ai ��lT LD. _ � O FSF O .A LEN. a-8-0 '- --;3H. DF AE - :-_I. H _ �0.0—*��I.i�E F t FAL I•33 r_ C' -_ •`oR10��!•- -- �_� _� _o-.-_ [r-F HI'I.MA DE-1G s� r.. r A 3:Nna _ru __-^ f' ''o f4Fn. .C�tt`�•'tel S FAC, Nor �..- - - JOB: TS 9OP-3 T5 ____ _ _ T�,p�IG._EMEARED ERQ�1_COMpUTER INPUT (LOADS & DIt4 tjSIOt�S5j,,,.SUBMITTED BU S MFR. TOP CHORD 2X4 SO. PINE #1 DKD 15%,y EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.40 12.37 17.83 23.29 29.27 35.37 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 6.33 17.83 27.33 35.37 : Ti-2X4 SO. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE i98B STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 28.78' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 460# 540# 200/ LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 27-04-00 35-08-00 NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING 9 24" MAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. (A) iX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING PLATE MONITOR USED. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 5X5 � 1 . 5X4 5X5 1 . 5X4 1 . 5X4 3X5 (A 1) (A) (A) (A) (A) 1 3X5 (A 1) 7.00 7.00 4X4 6X8 4X4 E-- B-4-0 12-4-0-01-0-0 12-4-0 3-0-0 35-8-0 OVER 3 SUPPORTS R=2275# W= 3.50" R=2487# W= 3.50" R=928# W= 3.50" PLT. TYP.-ALPINE SEQN-- 37351 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 ALPn*IMPORTANT*x SHALL NOT B W�DNS FM INC. AAMWARNIIAG IIN�NNAA�INNr. EOUTHE FECCTTTTOONN Dino DESIGN CRIT:TPI REF DEVIATIOU FWW THESE SPECIFICATIONS OR ANY DEVIATION FROW BRACING.SEE 'BL'1-76•. (MUCING WOW TRUSSES: TC LL 30 . 0 PSF DATE 10,122/90 HID: h'IC THIC C£STGN OP ANl F;.ILURE TG BUILD THE TRUSS IN CONFDFtNANCE COMMENTARY AIH'RECOBMENDATIOWS-ATTI) SEE <C........ CC •:I1. TF' 'DJALI II SIU:JAP: MTGE' W TPI. ALPINE C)NHECYORS THIS DESIGN FOR AODITIDHAL SPECIAL FERMA- ,��U S•.S''•••, IC DL 1`I U P S F [NHI'IC, ARE MANJFACTUF;EC FROM, 2: GAUGE GA_1'ANIZED STEEL UNLESS NENT ERACING REQUIREMENTS. UNLESS OTHERF!ISE DSrt RF:I SE SHO"R. HES-114E -OU! FKFCNTE OF ASTM A-AE (TRADE A. SHOW. TDP CHORD SHALL BE LATERALLY BRACED •4�� } r BC DL 10 • 0 PFF —ENC LL�hi_, A.-=L1 CDNM:TORE TC BOT:.FACES AT EACH JOINT RFA LOCATE AS WITH PROPERLY ATTACHED PL Mm SHEATHINt s TnI F F_ Nq�,so9 TOT.LD. 5- . it PSF 0'A LEIJ 35 B-U SH s. AF•NF _ 1 Ch:?r:_, '.RCsee _HELI.SH SNAF:N. BO rfJl. HUM F ITH RI ID IrH' OP 6R IN �<} - -- -=.DNS if I c Jr" IGF C H' •IW.�E F I: . l F,AL Y ..._ I • JAR. 7E_ NI T:'Wl DE 6r F F Ct 17 FO;.WDOD Z W RX' IR' 1 y.•�•^ �p �l�.`• — T JOB: TS 9OP-3 T6 TUIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & Ol ENSIGNS) SUBMITTED BY T U F . TOP CHORD 2X4 SO. PINE #I DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.40 12.37 17.83 23.29 27.36 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 17.83 27.38 : T1-2X4 SO. PINE 02 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WINO SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION I5 110 MPH AT 28.78' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 470# 380# LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 27-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING I5 ATTACHED DIRECTLY TO BOTTOM CHORD, BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS, SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY EpREE4)kfNAPjff DwtHG 5X4 1X3 5X5 12 1 . 5X4 I 7.00 TI 9X3 3X5 (A 1) (A) (A) lA) (A) 7.00 5-0-5 3X4 7X6 3X5 3-0-0 12-4-0111-0-0 j 4-4-0 27-6-0 OVER 2 SUPPORTS R=227811 W= 3.50" R=1920# W= 3.50" PLT , TYP.-ALPINE SEQN-- 37352 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CAFE DESIGN CRIT:TPI REF IMPORTANT X x smu NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEIIATIOU FFM THESE SPECIFICATIONS DR AHY DEVIATION F SRACING.SEE 'BHT-75'. (BRACING WOOD TRUSSES: TC LL 30 -0 PSF DATE 10/22//90 rich 1,1;:z THIS CSSIA CWI AIO FAILURE T6 BUILD 74 TRUSS IN CONFORMAL CON 14TARI AM RECDNNIENDATIONS-r.TFI) SEE _`•��uC S L- _ 417r 74E 'O�._I T• ST c77DnRT DSTBF' B\ T77. ALPINE Cp7NECTORS VIE OESIHJ TOP 400ITIpJAL SPECIAL FERN(- �•�'V ........... j�f'. �n•�1. TC. LCL 1[: �I PSF CRWV APE NM"AC7..Er FAM 2Z GAUGE GALVANIZED STEEL UIILESS HENT ER_'014t REDUTFEHEIITS. ULESS 07HERVISE T6•f` C1t••Af'•' ,I - ^iHE"''ISE SHDC' 1$ETIIE P£TAIIMMEHTE 0= A£TH "4! GRADE A. SHO.n7 TDP CHORD SHALL BE LATERALL` BRACED lr// '4 A' :E'C OL �!,! I'1 ��F -ENG L UI`1[_E :—L COlK_-TOFS TC 97if!FAZES AT EACH JOINT ANV LOCATE A WITH Pf70E-K.1' ATTACHED PLYWOOD SFEATHINE. j • • n4..�So4�j I T LD_ 55.0 PSF O/A, LEN. 27-8-0 r•' uJ.`f..L s •T•ER1 -E. SHDAT7 EOTT[M• CHOPC . FIEID CE PRE OR 5R 'wi (}, • Y ,,NI rR =T T 1 24.01 - W 71INAL DEEIG -CI - a 7FDOC DH gt7TT; .,..AFn•enG�� A J OP-2 T7 _ THIS DWG. PREPARED FROM COMPUTER INPUT (LOApS_&DI_MENS ONS�SUS�I TTED 8Y T„(jUSS MFR. TOP CHORD 2X6 SO. PI14E #2 KD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.87 6.90 12.67 18.33 24.00 29.77 BOT CHORD 2X6 SO. PINE #2 KD 15% 32.79 36.37 WEBS 2X4 SO. PINE 13 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1 . 15 7. 15 9.00 12.67 16.33 24.00 : TI-2X4 SO. PINE #1 DKD 15% : : WI-2X4 SO. PINE #2 KD 15% 29.52 36.37 BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC 1 01-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN ERECTION CONTRACTOR. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. - (urvllrvUUUD LUAUS--------- ---CONCENTRATED LOADS--- --M- L-PLF R-PLF ENDPOINT --ID- X-LOC MAG TC 1 90.0 90.0 7.00 TC 2 180.0 180.0 9.90 TC 3 90.0 90.0 36. 7 HC 1 20.0 20.0 7.00 8C 1 7.00 655 8� 3 20.0 20.0 36.67 BC 2 9.00 783 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION PRELIMINARY DRAWING UPLIFT LOAD.: 700# 380# X - LOCATI :_ 1-00-00 36-08-00 xxx UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW 1Exx 6X10 3X8 7X6 3X5 6X10 3X4 (A1) 4X11 . 5X4 4X5 (A 1) T1 1 aA 7. N��J_ 7.00 DI Ell: 6X6 1 . 5X4 3X8 3X8 2 . 5X4 4X8 2 . 5X4 5X6 f-o-o 7-0-0 22-8-07-0-0 3-0-0 36-8-0 OVER 2 SUPPORTS R=3712# W= 3.50" R=2550# W= 3.50" PLT. TYP.-ALPINE SEON-- 37354 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0. 1875 ALPINE ENGINEERED PROM Ts. INC. TRUSSES REQUIRE EATRENE CAIS DESIGN CRIT:TPI REF X)-'IMPORTANT-X)( SHALL NOT BE RESPONSIBLE FOR ANV WA RN I NG IN HANDLING. ERECTION AND CEVIATIOU FROM THESE SPECIFICATIONS OR ANY DEVIATION BRACING.SEE 'Bt.'T-76•.(BRACING WOOD TRUSSES • ' . .... TC LL _30 . 0 PSF DATE f 0.'2?190 TEIE tMrN OR ANT FQUIRE TO BUILD THE TRI/SS IN CONFORMANCE COf(ENTARI' AN V RECOMMENDATIONS-•'TFI). SEE '�.�J�NuS........ TC Z-"'. //TT ` .:T1• THE 'QUALi71 _111MARt Osier' 61 TPI. ALPINE CONNECTORS THIS OES161.4 PGF AO0TT7ANAL SPECT AL FERN•- � � S1�I'•.•��JBC TC. [I[_ 1�. '1 Y FF DRVdh 6F:. ":NAFA;.TUF.EE F;OY. 20 GA(IGE GALV:JII?EO STEEL OEE NEW BRACING REWI(E"MENTS. UBESS OTHERWISE Flu C�j'•' �: fT _ CT-C*15E SODM:. MfETINE REQUIR.EMErTE OF ASTM 1145 GRADE n. SHOWN. TOP CHORE SHALL BE LATERALLI' ORACF/ • ' [. p�� DL 40 0 r E -ENE L•Jf•'�[_F-i A:7'-V COR£CTORE TE BOII�FACES AT EACH JOINT AIE7 LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SWATHING, /�T}0•.34869 ,£ • :IT.LD. S 0 FS�F 01A LEN. 36-8-0 -=R11K N:_:'?..- aHI - N:D!:21:- U!_ESE 77HENri!ISE SHOIn1. SCTTO4',ClICP.7 ViTh P.I6iC CEIL INK 7F1 6RALIH {F ",SI_NE -5 . 0 SDH: :4N !E _ ..E.•.61. 7'1;..-i rE FHI �� M! • - -- "!- - 1sT O.TT:WN _�T-T�'ti l,:cF off=TTS- Ia: lE!Pf0 Eh`�+��••% C71d�y S� flRbt�E_ TB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITT€D BBY USS MFR. TOP CHORD 2X4 SO. PINE #1 DKD 15% TC X-LOC L-R: 0.00 4.73 9.04 15.22 21 .44 27.63 31 .93 BOT CHORD 2X4 SO. PINE It OKO 15%, EXCEPT AS SHOWN 36.37 WEBS 2X4 SO. PINE 03 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1 . 15 9. 15 18.33 27.52 36.37 : Bi-2X4 SO. PINE #2 KO 15% : : W1-2X4 SO. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WINO SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 27.83' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 590# 550/ LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 1-00-00 36-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY BRG LOC 1 01-00-00: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (A) 1X4 ••T•' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. A Z 3 5X5 3X4 2 . 5X4 5X5 2 . 5X4 (A 1) 3X 10 I . 5X4 3X8 (A I) (A) 7.00 1A) 7.00 et 3X8 2 . 5X4 3X8 n 8 7X8 i-0-o 9-0-0-1-18-6-0 9-0-0 3-0-0 36-8-0 OVER 2 SUPPORTS R=3013# W= 3.50" R=2823# W= 3.50" PLT. TYP.—ALPINE SEQN-- 37356 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875 Ata INE ENGINEERED PRODUCTS. INC. IMSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF IMPORTANT XX SHALL HOT BE IIESPOHSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND //�� Cf VI-TY0N:MON THESE SPECIFICATIONS OR AM' DEVIATION F BRACING.SEE •BWT-7G_, IBRACINB WOOD TRMSM. ........ TC LL 30 . 0 PSF DATE JO/22/90HN-iI I,'a : lNac DESIGN OR AHIFAILLNRE TO BUILD THE TRUSS 1H CDNFORKANCE CDIMEMARY AND PECONNENDATIONS-•TPI). SEE •*AUC S•• SIANDArl•GSYBF' R, TPI. apiE E'_=mcmORS THIS DsH FOR ADDITIONAL SPECIAL PERNA- .... TC DL 15 C -SF ORY1G w N NJii1F4C:tYnEL FROM 2, eal1OE :,41v414i=EG STEEL UNLESS 1EN7 SFU,-IWiEOUIiff14ENT5. UNLESS CER TNW:SE •(,,`` IF C`''•. -EIdG -7,E40SE SHOW", ••'_ETIHE RE2_'IP.-eMENTE OF 4E1H L44E GRADE A. SHOWW TOP CHORD SHALL BE L4TGRALLi BRACED BC DL 1 Ci Li F-f L NJ VIE:[ F—Ly CONNECTORS TJ BOTH FACES tT E�Zk JOINT AND LOC47E AS WITH PRWERLY ATTACHED PLYWOOD gEATNTNO. MQ r^I _-_1•t:. __ FINFi ,:,C,._ :.P' _ N:'J.':]N:r_ ',A:__-_ CTHER.'-_ SHOM11. OTTOH CHORC Vllh RIGIC CEILIW C:.-2R_CIHi " �-8C9 _ �T.LD. 55 CN PSF 01A L!mli -- - �,u- O �T > --.Ic D N }. E p = q 33 r T TC-1.t.. _ ^ .. __ :;.N0 7 DAHJr- , _ (E� i -- t 'Gy s: i N.:OI1A rfs a SFE L.... ,cA oa HDDr. DL. R.C101 t f �� A 1 I j',i � N D cc A Ott ,• c JO IS 90P-3 j9 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OjKEt� Qt SUBMIT,jED BY TRUSS MFR. TOP CHORD 2x4 SO. PINE #1 DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 5.73 11 .04 15.89 20.78 25.63 30.93 BOT CHORD 2X4 SO. PINE #1 DKD 15%. EXCEPT AS SHOWN 36.37 WEBS 2X4 SO. PINE 13 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1 . 15 11 . 15 18.33 25.52 36.37 : T1-2X4 SO. PINE #2 KD 15% : : B1-2X4 SO. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING : W1-2X4 SO. PINE #2 KD 15% USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED IS 110 MPH AT 28.41' MEAN HEIGHT. THIS TRUSS MAY NOT BE UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. UPLIFT LOADS: 6100 570# X - LOCATION: 1-00-00 36-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-15d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SUPPORT BY ERECTION CONTRACTOR. SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN BRG LOC 1 01-00-00: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND WIX4 "T" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 5X5 2 , 5X4 2 . 5X4 5X5 PRELIMINARY. DRAWING 2 . 5X4 (Al) 3X10 1 . 5X4 12 (A) 3X8 (Al) 7.00 (A) 7.00 81' 3X8 2 . 5X4 3X8 3X8 4X6 1-0-0 _0_0 11-0-0 14-8-0 11-0-0 3-0-0- 36-8-0 OVER 2 SUPPORTS R=3025# W= 3.50" R=2834# W= 3.50" PLT . TYP.-ALPINE SEON-- 37357 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1875 ALPINE ENGINEERED PFg011CT5. INC. TRUSSES#EQUINE EXITENE CAGE DESIGN CRIT:TPI REF I WORT ANT**SHALL NOT BE RESPM61BLE FOR ANY W A RN I NG IN HANDLIHs, ERECTION AND n DEVIATION FiKtW THESE SPECIFICkTIOHJ OR AN)DEVII.TION F BRACING.SEE 'DWI-W. !BRACING WOOD TRUSSES: "••;vC'$.`••, TC LL 30 . 0 PSF DA.TE 10122. 90 TF"P DESIGN N AN!'FAI_ME TG BUILT: IHE TRUSE IN CONFORMANCE COHIENTARY AM)RECOHMENDATIOFS-ATFI). SEE ' \, N, _ ^„ —' -I THF 'QJA_ir• FTANUAFC GE78G' c' Tom* aPINE COMTECTdE TITS 01-SIGN FOR ADDITIONAL SPECIAL PERMA- :'�J.��'(iri�.'•�F' Tl DL �� r-,F CRYtI: ._ WAITSr ACt JF.EC FRO. EC 64UGE GI,LVANIZEP STEEL UNLESS NEVI BRA:JNG REQUIRENEHTS. LN&ESS OTNERVISE 'r'�ERWISE SADM. N.ET11K PEGUHI i%KOTS OF ASTM A<4E GRADE A. SM! TOP CHORD SHALL BE L_'T--eRALLI BRACEC / • NQ` n{^S .gC DL 10 )`I -'' -ENE �'•;�—r APTLY CONNE_TGR'- TO BCih FACES Al EACH JOINT ANO LOCATE AS WITH PRDPECI.Y ATTACHED PLYL'OW SHEATHING. i(L �} ��07 361-8— w: EIN 4:EC'Y.! ':7H7iu.. :n:L EEE ^THEiRaw S:IDh9l. SCTTOH CHORD IF1TM RICID C_ILIH2 CA'•:BRACTIK { 4 1.LO. 55 .0 PSF NU-. A LEN — O =E_GP X 11. _EE i.'_' �C ^.QA �� r'T—' - - �. SbAGIN4 - S -r-2'v F'1 T.T16T ni nT- .i '.r�Rtn.«.t\! .:Y .A - 1 - - • � 1 JO IS 90 i0 THIS DWG. PREPARED FROM_ OMPUTER IN UT LOADS 6 DIMENSID�P��_5U�fl�jT��_ TRUSS M TOP CHORD 2X4 SO. PINE 01 DKD 15% TC X-LOC L-R: 0.00 6.40 12.37 18.33 24.29 30.27 36.37 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19%• EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1 . 15 9.40 16.33 27 .27 36.37 : W1-2X4 SO. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 28.80' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 620# 580# LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 1-00-00 36-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. D.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 & 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY BRIG LOC 1 01-00-00: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. WIX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X5 1 . 5X4 5X5 . < 3X10 1 . 5X4 2 . 5X4 (A 1) (A) (A) (A) (A) 3X8 (A 1) 7.00 (A) 7.00 2 . 5X4 3X8 3X4 3X8 3X6 1-0-0 12-4-0_1_12-0-0 12-4-0 3-0-0 36-8-0 OVER 2 SUPPORTS R=3032# W= 3.50" R=2841# W- 3.50" PLT. TYP.-ALPINE SEQN-- 37358 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875 ALPINE ENGINEERED PFWOUCTS. INC. TMSES REQUIRE EXTREME CAFE DESIGN CRIT:TPI REF ) TCjMPORTANTx-x SNAIL 401 BE RESPONSIBLE FOR MJIYWARNING IN HANDLING, ERECTION AND DEVVTIDN FMD' THESE SPECTFICATIVNS DR ANY DEVIATION FRIV BRACING.SEE 'BV,I-76'. (BRACING WDW TRUSSES: TC LL 30 . 0 PSF DATE J0/ 22 90 Hi_ti I.IL -' 1$115 ENESIGII C4- AHY FAILIK,E It EUILD " TRUST: INS COHFt)RMANCE COMENIARY AND RECOMENDATIOHS-1TPI) SEE ••`uC•... 7-H TN= 'D'UALIT+ EIANNARL 3ETSF' 5, TF1- ALFINE CONNECTORS THIS DEEIGN FOP ARDITIOHAL SPECIAL PER".- • �, J i ''• TC LCL 15 0 P=F DRI•IG ARE HA,NJT:c:AFI_[ FROV. 2: U:.UCE 6f1 ru7:IEC• STEEL UNLESS TENT M94WG 111EOUIf1E1Et1TS. UEESS OTNENt:ISE �•.��•'(IFFC:.•. /1 C. 01NTRVIEE SHDHA� MEET114C REDLIFEHSNTE LL +.STH r 4E GRADE A. S40W TOP CEIORC SHALL BE LATERALLt BRACED �(A "►�':C1• BC DL �n C. PSF -ENG L L 1 1E i P, AFPLY CONNECTORS TO 87TH FACES AT E1.C"JOINT AM LOCATE 111111 PPDPERLY ATTACHED PLYWOOD SHEATHING, InLEN. SH.D., ?UCite: 1:'I"�E Ay IlM:I1+:.1 UN;EES 0?sMWISS 5roN1. 97TT.:LINORC N77H RICK :E•_L11NC De 511ACING kQ�A�09 12 >"I .LD. 55.0 P5F 0`A 36-6-0 E OF A: E'rEL;F:=: (" _SI' 0C H p•• .4TE F R f At- 1 r 3.3 P T T,2-. ' C ' I .�EI61 M.--r -*FE =ETaFt-N :_- ,x.__. f _. (�I l RIO q� '4ED•Eh'G '• "'FA .G J - _ ,! j)11�5h•D,�..PREPARED F OM COMPUTER INPUT (LOA05 6„Q,- jflIS!_ S)SUBMITTED,-13 T USS k1�R. TOP CHORD 2X6 SO. PINE #1 DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.87 6.90 12.67 18.33 24.00 29.77 BOT CHORD 2X6 SO. PINE #1 DKD 15% 32.79 36.37 WEBS 2X4 SO. PINE 13 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1 . 15 7. 15 12.67 18.33 24.00 29.52 36.37 : T1-2X4 S0. PINE 01 DKD 15% : : W1-2X4 SO. PINE #2 KO 15% BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC 1 01-00-00: 1 BLOCK 12" LONG - 10 16d NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 8RG LOC 2 36-08-00: 1 BLOCK 12" LONG - 8 16d NAILS/BLOCK ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. WIX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN 8d NAILS 9 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ERECTION CONTRACTOR. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 960# 910# X - LOCATION: 1-00-00 36-OB-00 **W UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** 6X 10 4X4 7X6 3X5 6X 10 PRELIMINARY DRAWING 3X4 (A1) 4X12 1 . 5X4 4X7 (C3) 1 M1 1 7.00 7.00 E: Ell 6X6 7X6 3X10 5X7 6X6 6X8 #S 18-5X 10 3X5 (C3) 1-0-0 7-0-0 22-8-0 7-0-0 3-0-0- 36-8-0 OVER 2 SUPPORTS R=4635# W= 3.50" R=4378# W= 3.50" PLT . TYP.-ALPINE SEON-- 37360 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE s 0. 1875 ALPINE ENBINEEIED PRDDIICTS. INC. MUSSES REQUITE EXTREME CARE DESIGN CRIT:TPI REF Y X I MPORT ANT X X SHALL NOT BE RESPONSIBLE FOR ANT WARNING IN HANouNs, ERECTIa+ AND r 10TION FROM THESE SPECIFICATIONS OR AM DEVIATION FFIDH BRACING.SEE 'BWI-76',tBAACING MOO TRUSSES: .C• TC LL 30 . 0 PSF DkTE 10/22/90 HFt —1,;[1_ D:_F CEETGN M. Ally FAILM! Tf,BUILD THE TRUSS IN CMBMM:AtICE COM1E147AAY AHtD RECOMMENDATIONE-,?FD. SEE �U S:,rr*,,, L ., -�la 'DU LIT' SiahT,s i��ErsF s, ;F) ALF•IIF. 0004ECIM Tt:±E DESIrl FDF: ADDITI04L SPECIAL :E4w- �J '�lij l�,:�. TC CIL �� Fir DFIUC •- . T. - -" ".I.:li:_T f FR.-7'. GAlhi' GA :ATI'= _' L 55 NEN; &^.A'ING CU[AENEI:T�. UNl eS OT RW S �•E. :ti t1FE :L L . EG c•EE IxLE FE _ E- HE I E i C.D i'_, �'-iEaI T.E SH?r.T WEETINQ aEGL�.P=_•e NTE D= ISTH a.4E GRADE A S.u".. 10� CHOM SH=L,BE LaTEAc saaCEi 'N �,°; z 8C DL '' OF -cil[ L UI.��E t' A%%:+ :anECroaE TG E71.;FatEI eT EACH JCINT AND LOCATE AS WITH PRDPERLY ATTACHED P�YWOOC SHEATHING. " �•�`s09 • �� 1 ^.it$W:IEE an e » ME .1T : F E hk eF eP Nli S T.LD. P F 0, A LEI). E--.-0 � E �TTr J - -- c llp �A S _ _ , JOQ: TS 90 P-3 T12 THIS DWG. PREPARED FROM COMPUTER ,lNPUT (LOADS_& DIMEN51ONSI SUBMIT LED BY- TRUSS TOP CHORD 2X4 SO. PINE #I DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.73 7.04 B.29 11 .60 15.04 BOT CHORD 2X4 SO. PINE #2 KO 15% WEBS 2X4 SO. PINE 13 19% BC X-LOC L-R: 0.00 1 . 15 7. 15 8. 19 15.04 : T1-2X4 SO. PINE /2 KD 15% THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 2001 200/ X - LOCATION: 1-00-00 15-04-00 *** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** 4X8 4X4 4X5 1X3 2X5 (A 1) 2X7 (A 1) 7.00 7.00 4X4 4X6 2 . 5X6 1-0-0 3-0-0 7-0-0-0-4-9 7-0-0 3-0-0 15-4-0 OVER 2 SUPPORTS R=2096# W= 3.50" R=18080 W= 3.50" PLT . TYP.-ALPINE SEON-- 34446 FUR14ISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 ALPINE ENGINEERED PRODUCTS, INC.WARNING IN HHAHSOLLIINNIS. EQUIRE RECTTIOON REME CARE DESIGN CRIT: REF * IMPORTANT *SHALL IqT BE RESPONSIBLE FOR ANY T n _ DE,'IATION FROM THESE SPECIFICATI(MIS OR AM DEVIATION F BRACI116.SEE 'BHT-76•. NBRACINE 100 TRUSSES: '`1C••�•'• TC LL 30 . 0 PSF DATE 10.722!90 �Ci`�,•IL T''?S[--;6N OR AN" FAILUARF T[•SUI'_D THE TaL5E III CONFORMANCE COMMEN7IRY A14D RECOMMENDATIONS-.�TPI1. 6EE -' %v `�••�••'•'•• q_ _ +:T. •i 'CU.-LIT, STAI.IOAnC•OSTEE' P. ALPINE CONNECTORS THIS OESIGII FOR AWITIEML SPECIAL PERNA- ,��J;'��FIC��t y, TC DL J 5 . 1-� F-sF L)RwG Lt w::;,IFACIIF7EC FRN• 2: GA.LFE GAL•:AI;I�D STEEL L"-ESS IffliT ERAC IIiG REO:II REHIEIJTS. UNiESS OTHERY;ISE �(A�• ...% &;E _ _ 1 _ _ O-FIR,'?eE SOWETInY REOU?gE✓.EI:-S fi ASTM A:4E GRADE A. SIIONN. TOP Cfgiq SHALL 9-c LATERALLY ERACEI N 7..1 BC DL �� P r -ElJG L Uh1C ZE i-, A=FLY CONNE.TOTS :I ECT4 FACES AT EA_�. JCITIT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHIN� �• �- 509 = OT.LD. Fly• Ps Oia. LEtd, 15-4-0 ...1.r, _:a F±I:i .-..: . _ UJ,-", ln:___- 2THsR,I±SE SHDWW. BOTTOH' ZHORL H'77-. rl ET_O _ OE _ DR SRlACI � fOhEh��1 ��4AF . T T 1--,1:- QUDTFRL4033 RZ 71 A•A ,EI.SPc2.F=..i ,rn1.OP.WDCr.CONTRU-iTOuBETE V, -- JOS: IS 90 P-3 T13 THIS PWG. PREPARED FROM COMPUTER INPUT ,LOA05 6 DIMENSIO SN 1 SUBIILLIL"LjR=Ak TOP CHORD 2X4 SO. PINE 1t DKD 15% TC X-LOC L-R: 0.00 4.07 7.67 11 .27 15.04 BOT CHORD 2X4 50. PINE 12 KD 15% WEBS 2X4 S0. PINE 13 19% BC X-LOC L-R: 0.00 7.67 15.04 LT . WEDGE 2X8 SO. PINE 12 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT LOADS: 2901 260/ IS 110 MPH AT 27.42' MEAN HEIGHT, THIS TRUSS MAY NOT BE X - LOCATION: 1-00-00 15-04-00 LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. CHORD BRACING 9 24" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 4X4 UM1NARY DRAWING 1X3 1X3 . 2X5 (A1) � 2X5 (A1) 7.00 7.00 3X6 3X10 1-0-0 3-0-0 7-8-0j7-8-0 3-0-0 15-4-0 OVER 2 SUPPORTS R=1528# W= 3.50" R=12951 W= 3.50" PLT . TYP.-ALPINE SEON-- 34445 FURNISH A COPY OF THIS DESIGN TO ERECTION C014TRACTOR REV 15.4.7 SCALE 0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF 'E h I MPGRT ANT ;C SHALL NDT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ........., DEV1A13Oa FRCw.. THESE SPECIFICATIONS O, ANY DEV10ION F 0RACIH6.SEE •SVI-76'. 18RACIN6 WOOD TRUSSES: C TC LL 30 . 0 PEF DATE 10/212/90 90 ISIS D=_EI61, CH 40` F !LUFF Tl EUKr Tif_ TRUSS IU COIFORNAUCE CONMENTAM 4110 RECOHMEHDATIOIff-+TPD. SEE •_��V.' S••�'••'• - ii - 'Duty:T, F111411Pi 'r'16F' °. 't1 J.I FIVE CONECTORS 1HIE DESI61-' FO'F, ADDITIONAL SAE:II.l FERMs_ ,v,'��{/jC•.�^-'•• TC. DL 1�. P5F DRI'/l-, Afc HUAw A:TtFE: FAN- 6cUaE c....'AI::yEC STEEL (MESS IENT BRaL1NG REDUIFLFINEHTS. UNLESS DTHERta SE �'(��' •1j�'r _ _ :TtET,t:ISE SHOm:. WrE jK REuVT?E4EHTE OF ..STM A 4E GRADE A. SHOWN RDF :HORC SHALL 6E LAIERALL" BRL.CED k 1^: :3C OL 1 V 0 PSF -ENG L ��'`��[fl AP-'Ll :OtNECTORS TC 60 l. FACES AT E:.Cf jcINT ANG LOCATE WITM1 PROPER:' ATTACHED PLYWOOD SHEATHIIG. Q•Trso9 s R=_ s}��E a 7.LCI. �5 . a PS;: 0,�h LEra. .h!_.__ ^7N.FRYISE SHMM B'JTTOt tYKi N;1} RIM :E.111, OR SR-:!{1G �i F etr.. i-- O': A.- DEE, - r RAS ." • DU RL- 33 7 _ - - n. _F-- t _ _ tG S I: cf nS- rn ------ j JOB: TS 90 P-3 -- THIS DWG. PREPARED F OM COMPUTER NP TL A Sh & DAME SIGNS) SUBMITT,S BY RUS MFR. TOP CHORD 2X4 SO. PINE /1 DKD 15% TC X-LOC L-R: 0.29 4.21 7.67 11 . 12 14.04 BOT CHORD 2X6 SO. PINE i2 NO 15% WEBS 2X4 SO. PINE f3 19% BC X-LOC L-R: 0.29 4.21 7.67 11 . 12 14.04 RT. BLOCK 2X6 SO. PINE !2 NO 15% : BLOCK LENGTH = 3.545' THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT LOADS: 6000 6001 IS 110 MPH AT 27.42' MEAN HEIGHT. X - LOCATION: 0-00-00 14-04-00 THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FROM ONE SIDE-- 7' 0" OF SPAN FRAMING TO THE BOT CHORD THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 89 PLF AND A BC LOAD OF 174 PLF ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 5X8 1X3 2 . 5X8 2 . 5X8 (E3) 2 . 5X6 (A 1) 12 Q7.00 7.00 0-11-5 4X4 1 . 5X3 2 . 5X4 3X6 (E3) 3-0-0 14-4-0 OVER 2 SUPPORTS R=2096# W= 3.50" R=2096# W= 3.50" PLT. TYP.-ALPINE SEON-- 34443 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 ALP IFE EN6IHEElED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF Y X I MPGR T A N T*I<SHALL NOT BE RESPONSIBLE FDP ANY WARN I NG IH HANDLING. ERECTION AND C DEVIATION FROM THESE SPECIFICATIONS OR ANT DEVIATION F 6PACING.SEE 'BHT-76'. (BRACINC.Y.DDD TRUSSES: N'• '[ `• • TC LL 29. 4- PEF DdTE 10122!90 �.f I I ',�C= TKIS CfSIG1J DR ANV F+.ILL9E T[•EUILD TFff TPRJSS' IN CONFORMANCE COM E1Ji ARY AND RECDINEHDATIONS-IFI) SEE `�.`_`�„ `,c•i,••'• /7 L Tti 'Du<LiT1 51 AfDF.^C 0=76S' fir TF1. R1 F11g COIAECTO{6 7HI5 DE61NJ FOR ADDJTIQJAL SPECIAL PERM4- : �V•; ��J/C .i' T( OL 15 Q PSF PRI'IG WFACTUF.E: FROr 2: GAIA:E GALaN;:ED STEEL UNLESS NEW BRACING REGUIREHEMS. UNLESS GT/ERAISE ^T.fEFr:!SE SH�N!< HEE'IHE Rr.:DVIREMENTS O� :STN A.4E BRAZE A. SHONII, TOP CHORD SHALL BE LATERALLi BRACED ? NQ, I^I BL, DL 15' 9 PSF -EI'IG L Ll 1,11 Lr. APPL1 CDIItECTOR_ TG BOTH FACES 4i EACf. JCINi AND LOCATE AS ATTR PROPERLY ATTACHED PLYNOOD S/EATIOIXa. i�6'O9 - AT LD. 60 . PAF 0/A LEN. J '-�-a'U Stxrrvl. GCT,.,CINJRC r:LTH P.lEIO �__L1NE OP 6PACINU IIy_.AjE F iH'1` •9 Y,,,O•A ll. �-.-.p - 11 1 _ _ T= T TAZAI- Jr •.ARE `� DU j p F:T'y C'•.rERE fSG��' ��i�1 �f �J'�� A�U� - -- F.. .1 JO 0 P-3 T15 TUISQWG. PREPAREP FROM OMPUTER-INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS M TOP CHORD 2X4 SO. PINE #1 DKO 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.73 7.04 11 .37 BOT CHORD 2X4 50. PINE #2 KO 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 15 11 .37 : 71-2X4 50. PINE #2 KD 15% THIS TRUSS IS DESIGNED. TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 27.22' MEAN HEIGHT. UPLIFT LOADS: 4100 4500 X - LOCATION: 0-00-00 11-08-00 THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. PAEL1N°INARY DRAWING 4X8 1X3 —IT!— 1X3 2X5 (A 1) 4-5-5 7.00 4X4 2 . 5X6 3-0-0 7-0-0_L4-8-0 11-8-0 OVER 2 SUPPORTS R=1401# W= 3.50" R=1657# W= 3.50" FLT . TYP.-ALPINE SEON-- 34440 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 ALPINE EN6INEEFED PFi DM7S. INC. TRUSSES REQUITE EXTIENE CARE DESIGN CRIT:TPI REF x x IMPORT ANTX*SHALL NOT BE RESPONSIBLE FOR ANY WARNI NG IN HANDLING. ERECTION AND KVIATION FROM THESE SPECIFICATIONE OR ANY DEVIATION FFM BRACIHS.SEE "BN:T-76'. (BRACING TODD TRUSSES: •...... ..CONFORMANCE TC LL 29. 3 PSF DATE 10/22/90 L t i•'- - ..:c .cc?G:on AN-1 FAIFiE 7( BUIL - D THE TRUSS INCONFORMANCE CONlEIJ1eRY AND RECONYEWATI pIF-•TPI). SEE ,fV�� `T%1,,I ri!, 'Ol"LIT• -IMtDARL ::STB-' Ll TRI, AL PIN.: CONNECTC1S THIN DEEM FOR AMITIO14AL SPECIAL PERHA- ��J,' Sid/C l��. Tl [NL 15 0 F'F DRWG N:ANJF ACT'J.7ED FROM' -c. GaU'_ GALVANIZED STEEL UNLESS NEN BRGCI NJ6 FcOUI REMENJTS. UNLESS OTHERNtISc 33 �'(A� '1�:� F '*FC RI:I EE SIt HEETINE RED_'(F.S HEt:?S o- A57v: An4E GRADE A. SHOM' TOP CHORD SHALL BE LATERALLI BRACED • = HQ, t^: .BC. OL U FSF -ENG L�1'1= ~, A�,I COHNECTORE TI EDS,:FtCES At EACH ,NCtHi AND LOCATE ASI WITH PRDPE(LY ATTACHED PLY WOOO SHEATHING, T.LD. 60._ FSF 0�A LEN. 1 1-S-O pN t. N? t A- 1�"..- UI;EE'- OTWRNISE ElO.M. E TION HOFt AITH RIEIp INV OF. SRACIUG • _ - - -_ 2s%��-ten.c►•G�t�E�.•' SET$�1L _7F 1C OIN =c J 0 P-3 T16 THIS DWG. PREPARED FOOM COMPUTER INPUT (LADS & PIMENSIONS) U8S MITTEQ. T US F . TOP CHORD 2X4 SO. PINE #1 DKO 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.73 9.04 11 .37 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE 13 19% BC X-LOC L-R: 0.29 5.92 11 .37 : Ti-2X4 50. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1968 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 27.80' MEAN HEIGHT, THIS TRUSS MAY NOT BE UPLIFT LOADS: 300# 200# LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 11-08-00 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 5X4 1X3 fit HM 1X3 5-7-5 2X5 (A 1) 7.00 2 . 5X4 2 . 5X4 3-0-0 11-8-0 OVER 2 SUPPORTS R=1136# W= 3.50" R=781# W= 3.50" PLT . TYP.-ALPINE SEQN-- 34441 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0.3750 AIPINE EN61HEERO PROBUCTS. INC. TRUSSES IEUUIFE EXTREME CAFE DESIGN CRIT-.TPI REF IMPORTANT*k SHALL NOT BE RESPONSIBLE FOR ANT WARNING IN RMIDLIN6, ERECTION AMID C£YIATIO7 FTTOP. THESE SPECIFICA1I014E DR ANN OEYTA.TIOM FROM BRACINE.SEE '60-76'.(BRACING Vow TRUSSES: TC LL 30,0 PSF DATE 10.122/90 THiIF. DEEIGN OR A11: Ft'ILIPE TO BUILD TME TRUSS I7:C01FDFIMANLE COAMENTARY Alt)RECOMMENDATIONS--TPI). SEE ' [1• NOL HIE~ -z- 1 e cu:._e , suHmA t as TBI B` r;I ALvuNE ca1ECT rias oeslcH F \U— $ Tf UL 1 51. � F5F DRWG OR AOOITIONAL SPECT AI PERNA- ••�J�. SFE nAiXM AC TI;nE: FRa+ C: GAUGE 6Al N'AWI:ED STEEL UNLESS HENT BRA'ING REQUIREMENTS. Ud.ESS OTHERWISE ' f, 4r :' iY.ISs. SAD-,. HEE-11r. �U�i a=-H&7C,E DF ASTF; '.AE GRADE I. SHOWR TOA CHOFM SHALL BE L ATERALLN BRCCED :'4� yJ�':�� Bl. DL 10 0 F SF —ENG L LJ'•f!-r�"� AG7L` -OHOZCTORS TC 61 r,c4_E5 AT EACH JQIN; AMID LOCATE AS WITH PROPERLNATTACHED PLYWOOD SHEATHING. N1 -� ti_E__ ^_T:LE�H'IEE SHOON V3TTDH C HOM ;7TH REEIE CE:1-1,16 1F:BRACII+C • : q' <869 �T.LD. 55.C! PSF Pi:! A LEN. 11-8-0 :11. GES 6P D. u: } lE F r DU N�3 r T ..... S ACIt* 24.b --''oFAfe-oH. \ . . JOB: IS 90 -3 T17 HIS DWG. PREPARED FROM CQMPUTER INPUT (LOADS & OIof'NSIQ S SU mITT P_ BY TRUSS HFR. TOP CHORD 2X4 S0. P 114 #I DKD 15%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.73 11 .04 11 .37 BOT CHORD 2X4 SO. PINE 12 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.73 11 .37 : Ti-2X4 SO. PINE #2 KD 15% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION IS 110 MPH AT 28.39' MEAN HEIGHT. THIS TRUSS MAY NOT BE UPLIFT LOADS: 3100 200# LOCATED WITHIN A 8.5' END ZONE FROM EDGE OF THE ROOF. X - LOCATION: 0-00-00 11-08-00 NOTE: 2X4 113 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS, 2-16d NAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SUPPORT BY ERECTION CONTRACTOR. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. 1X3 5X4 yA 3ARY 'DRAWt�C' 1X3 2X5 (A 1) 12 A) 6-9-5 7.00 2 . 5X6 2 . 5X4 3-0-0 11-0-0 0 8-0 11-8-0 OVER 2 SUPPORTS R=1141# W= 3.50" R=784# W= 3.50" PLT . TYP.-ALPINE SEQN-- 34442 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE s 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREIE CARE DESIGN CRIT:TP I REF n k I MPORT ANT X X SHALL NOT BE RESPONSIBLE EOR ANY WAR14114G IN HANDLING. ERECTION AND DEVIA71ON FROM THESE SPECIFICATIONS OP AM:OEVIA710N FROM BRACING.SEE '90-76'.(BRACING WOOD TAAISSES: •'... ... TC LL 30 . 0 PSF DATE 10 '22 '90 '''• HC '•;L S, TH!4 Cf STG"0" AN1 fAIL1Rs Tb BUILD THE TRCONFORCONFORMANCESCONFORMANCE COWIEIJTART AM -• -RECOHMENDAT IONSTPI). SEE . J�� •N.. t _ r:'T.• T•E 'CUA_;T. SI DAR! 2STGE' Pi T.:. ALPINE C0144ECTORS THIS CESIGO FO:, ADDITIONAL SPECIAL PERMA- ) TC DL 15 U FSF DtRW— AFEMAN•F AC TITRE FROM .'C GAUGE GA_v;i I::EC: STEEL UNLESS NEN. BRACH)& REQUIREMENTS. LAILESS OTHERWISE _ I•ER.eISE SHC-, rZEI;NC REILJIREW11TS C•R [STM ACA= MADE A. SHOMr, TOv CHO%SHALL BE LATERALLY GRACED . R^; � SC DL ��' v FF 14L• L �'l� r: aa�,Y CONNECTORe TC 6C7?FACES A: IlLN JD1H7 AHD LOCATE A WITH PROPEHL ATTACHED PL1'"ODD SNEATNl15. a 4 ? . IT.LD. 5F) . R -SF CI A LE14. 1 -G-IT --r! f:N i F, t:t::i nr -_ T R - SNfDNff. __TipN CHORE, 'r.7T' IC CEILINC DF ERA INR G "�jE F I-�.� -- - , .: x C. 'C- C, ' tip- FnC- A - - - a r:4F_-' 7 ..l. roD_r nN._ I_-..!_ %.j�Ree�a��.•• raPAZT/YG, 7 .hl T O - T iIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6_,QIMENSIONS SUBMITTEP��Tt7USS iFR. , TOP CHORD 2X4 SO. PINE #1 DKD 15% TC X-LOC L-R: 0.29 5.92 11 .37 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.92 11 .37 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING UPLIFT LOADS: 2000 2000 USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED X - LOCATION: 0-00-00 11-08-00 IS 110 MPH AT 28.58' MEAN HEIGHT, THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.5' END Z014E FROM EDGE OF THE ROOF. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH ALL- PLATES ARE CENTERED ON JOINT UNLESS OT14ERWISE INDICATED. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 1 X 3 PEW - k 2 . 5X4 2X5 (A 1) 7-1-15 7.00 1X3 2 . 5X4 3-0-0 11-8-0 OVER 2 SUPPORTS R=1142# W= 3.50" R=785# W= 3.50" PLT . TYP.-ALPINE SEON-- 34439 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALPINE ENGINEERED PROWCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF n 1 HP OR T A N T SHALL NOT BE RESPONSIBLE FOR ANT W A RN I NG IN HANDLING. ERECTION AND �n �Y C{YIA71ON FRC* iIESE SPECIFICATIWS OR ANY DEVIATION F BRACINE.SEE •BgT-76•. (BRACING RDOG TRUSSES: ``,J;u�'$.... TC LL 30 . 0 PSF DATE 10/22.790 � TglS C•s I(-n :1F AM FAIUFE 1( FUILC Tit TRUSS /N CONFORMANCE COAWNTARI" A14D FECOMENDATI0N5-r TPI). SEE ,\ M ••. ^^ �- , T.E 'CJ=.L:T• F141iOLPL G=TBE• Er IF!. ALPINE CONNECTORS THIS OESI61+ FOR ADDITIONAL SPECIAL PERHA- li,�F•�1F/C�4` TC DL I l/ FaF DRWG IAE Met 0.T A[T(Fr;EC FROM _, GAUGE 64LYANi:ED STEEL UMLEES BENT SRLCING RECJIREAC--NTS. U97LESE OIHERY.ISE (� C*HE .:I Si SHJM1: ._E TIN..^.:..!:9EHE1!TE DA ASTM A�4E uRADE A. SHOW TOP CHORD SHALL BE LITERAL!.` BRACEC `, �; EC DL I" O FSF -C�"�G -�_I�'•!__', 4PP_' CCn"f-_TORE ucTL B..r.'4CEF AT EACH JOINT AIS LOCATE AS WITH PROPERLY ATTACHSD PLYWOOD SHEATHINE. • �• Se9 i FF •1OFT IEIC CEI IIx OF BR CI. • C -OT .LD. .J_� PSF 0,`A LEN. ,11'__, 7T. RI. __ SYO/•T+ ^T T'* t 1i F �;E C- 5Z11 CSz.E F ..... ; FA INU 24.41 - Y j JOB: TS 90 P-3 T1q _,,,_•._„jHIS DWG. PREPAREP ,EROM COMPUTER INPUT (LOADS & DIk,4ENS ON _�Ue,KITTED . US MFR. TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 3.59 6.71 BOT CHORD 2X4 SO. PINE f2 KO 15% WEBS 2X4 SO. PINE 13 19% BC X-LOC L-R: 0.29 3.59 6.71 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING UPLIFT LOADS: 200# 200f USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED X - LOCATION: 0-00-00 7-00-00 IS 110 MPH AT 27.22' MEAN HEIGHT. 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-- fi' 0' 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 89 PLF AND A BC LOAD OF 143 PLF SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. i 9X3 PRELIMINARY DRAWING 2 . 5X4 12 7.00 4-5-5 2X5 (A 1) 1X3 2 . 5X4 7-0-0 OVER 2 SUPPORTS R=744# W= 3.50" R=744# W= 3.50" FLT. TYP.-ALPINE 5EON-- 34437 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE a 0.5000 [� f� ALPINE ENGINEERED PRODUCTS. IHC TRUSSES FEOUITE EXTREME CAFE DESIGN CRIT:TPI REF 7 IMP11-1TAI'1T SHALL NOT SE RESPONSIBLE FDR ANY WAR14ING IN HANDLING, ERECTION AND ,••,. VEYIAT;01: FRDA THESE 5PECIFIClTICN$ ON ANY DEVIATION FROM BRACIN6.SEE 'BMrT-76'. (BRACING FOOD TFUJSSES: ."'..UC 5.y•.,. TC LL 29 —1 P DATE 10�22X90 T:•T; .__.0 W- CLt<ri EVILC THE TRt155 114 CONFORMANCE COMENTARY AID RECCMMIENDATIOHS-NTFI). SEE Jt• .N. t =5T3 E`. NL-]IE CONNECTORS 'HIE DESI-ot. FDF ADDITION4_ =FECI L FE;4 - �-•��IFTC'•,� T( DL AFi H:.NdF::TI=,E[ r°?h CWrE GFL'1ANiaED STEEL UNLESS NE117 BRAC]IIG FIEGUIREMENIS. IA"LESS CiFFFIVIEE 1 V -1 LL....— CTR_=N�_cE =i W! =:IttE FED-IREHEN�TS OF ASTV s446 GRADE A SHOW! TOP CHORD SHALL GE LFTER•LLI 6RA[C: MO.:»nn e _i1''il--_T-t A Cp:•r_CiORSHcT= .r F _EE AT E:.CH JOINT AND LOCATE AA NIT:. PRDPERLY ATTACHE[!PLYN000 SHEATHI N•. • ��....}}}}}}••rAOD7 C • " N i�1T ,Ln. 6®,�Gtr G' (+ LEN. 7-C]-n T FI Y -;7N':i h _- Oi�91:!',.E SHD/'M1 ED:-D ICFD Y':TN FTEIC __-L TiE CF 9F r- •• ^IG F S :J —— _ aIo , F FL1 -33 - - _ - �. -- - - �`'r�Ato ENG\!`�� • 5 pA�--►Alb .SEE AmVt1 :- CITY OF ATLANTIC BEACH BUILDING AND ZONING ' 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . 02-00024790 Date 9/11/02 Property Address . . . . . . 1605 BEACH AVE Application description ICAL ONLY Property Zoning To BU D Application valu n Owner �,, o raC or , ----------- - - - -- s- -- f wY JENNESS ,.. ; f � EA' & AIR 1605 BE NUE �:` .`14" 6 "; IC B ATLANT BEA 3 2 2 3 3 xFF ' NACH FL 32266 W (904) 249- ---------- - - - ',�'----- ---------- - - ------------- Perm' t C ERMIT Add' ional 'I STING HVAC Pe itFee00 Plan Cheek .00 Issie # Valuation 0 Fe imm Credited - e--- - P pit TCS ?t .00 .00 P1 c .00 Gr n �:SCF •` €�'f Q . 00 t• BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REV TION FOR VIOLATION APP CABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC aaAC.N,FLORIDA 32133 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections 1, II, 111, and IV. �. e LOCATION SMef Addiw: pp ' OF {aNtfee}Ing Shah: safwean ib�~ 5 r I' Ana VJe_C_5 He/ WILDING Subdiwbloe II. IDENTIFICATION —To be completed by all applicants. in consideralioo of permit given for doing the work as described in the ebove statement we hereby&gree to perform said work in accordance • with the affected plans and specifications which are a part here*( end in accordance wish the City of Jacksonville ordinances and standards of good.prectke listed therein. Name of Mechanical Contractors conkaatar Muter C 3 sere of ►reparly Owner M etosjN Slynahue d OwnerSignefuto of • or Authorised A Arehtteet or Engineer 111. ERAL INFOR A' Type hating Melt IS OTHER CONSTRUCTION BEING GONE➢� fdeettS6 THIS BUlLO1140 OR 31TIT ^( _ ❑ 6a— U ❑ Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Qil PERMIT ❑ OMer—Specify IV. MttCMAN)CAL SQUI/MORT TO It INSTMliA NATURE OF WORK (provide complNe 110 of compo.enh on beck of this feral >r Residential or ❑ Commercial Heat ❑ Spea ❑ Recoteed IfeGnha) O poo► ❑ New Building ❑ Ilia CondsthrNs'I Q Rosen Q Con" � Existing Building • ❑ Dssct Syft.rat Mabrial Thkknest_ Replacement of existing system ❑ New Installation(No system previously Installed► Mosimwst capacity ❑ Extension or add-on to existing system Q RefrigewNee ❑ Other—Specify (] Coeliaq lower:Gpedly 9 P+A Q Rre epdn4wu Nwaber of heads — s ❑ Hwater 13 Montiff Q Efea(etssr Inamberl THIS SMCt_FOR OPF=USE ONLY C2.Geessu a (nemb.r) (R..ole.di Q. Rsmorks ❑ LPG usetelows. (number) ❑ Usflsed pneoNe wsrel hsnsff Approved by Dsla ❑ Muer a Other—'S�� ►etmit Fie LIST ALL EQUIPMENT AIR CONDITIONING AND RURIGERATION EQUVNENI Number Visits Deeoslpflan Xodel NUm)fer Xanu[aatu or tlbae)r = HEATING•FURNACES.BOILERS,FTREPLAC3IS CL gTLT ! tT NUfsWrUsdta Dsroclpdoo MO"NumOsr Xawde.01urwr ( ) 2--0 / 6 G/ TANKS now M"T Nowts T Capacity Sam Approving all umd Xataataettawr No. Apacy I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I PERMIT INFORMATION LOCATION INI'©RMATIC�IN i Permit Number: 22013 Address: 1605 BEACH AVENUE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number:_ Improv. Cost: 30,000.00 Oi►NEI INFORMATION Date Issued: 5/23/2001 Name: JENNESS, MRS- Total Fees: 240.00 Address: 1605 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 5/23/2001 Phone: (000)000-0000 Work Desc: BATH ROOM RENOVATION _ --- RTION FEES' i ARMIDILLO CONSTRUCTION PER-MIT 240.00 Ad w t k elan � /fan y11-p ''`. $�i}3vy Al �1`�W `z�`ea'tSt<rg FRAMING OPOUT INSULATION r T . . NOTICE NSPECTIQ ST BE REQUESTED AT LEAST 24 HOURS PRI6 TO WSE CTION - . ---- , BUILDING MATERIAL, RI:BBISH AND DEBRIS FROM THIS WORK MUST NOTBE CED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR ER-06 "FAILURE TO COMPLY YVITH TIIi CON'tTlWanowL Lt Rr LT IN THE PROPERTY OWNER PAYING.. ICE OR IALDIiw1t� I�P�I�W O' ISSUED ACCORDING TO APPROVED PL4N&Wt j CH `ARE ARfi dr T "RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF V11.°° -- Oaa jff Bch.'_ f248.88 14 AT ,ANTIC BEACH BUILDING DEPT. Dates 5/23/8181 Receipt: 88 AM DECKS Hilliffawim CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address __4 0 jt,,(UE , tS If 714 P JFA�004 7-f#J Date Heated Square Footage @ $ per sq ft = $ Garage/Shed V0 @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck �@ $ per sq ft = $ Patio © @ $ per sq ft = $ TOTAL VALUATION: $ 13O 0©0 d O 36 Uo To l Val aion 1st $C Q a Remai ing Value �'� per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ �} ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ S/(y WATER IMPACT FEE $ _ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ yv ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Flon Survey Other CALCULATIONS and/or NOTES: ` r d f i 3 sk '? CITY OF ATLANTIC BEACH REINS,E,rv&D PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIO MOVING, DEMOLITIONS MAY 3 2001 Owners) Job Address Phone_ Ot`$u� c each Lot# Block or Unit# Subdivision — Contractor , I L�f Ot✓�y✓ �jA,apll,ro �✓J tate License# Address-2 _ ,,q✓u jL_&!&A T� Phone �fpc/ Z� �� Z City State Zip Describe work to be done a s Al f N Present use of building 1 G� Valuation of Proposed Construction 30, 09 -- Proposed use AaMg• 6-r_, Is this an addition? Nn If yes, what are the dimensions of the added space: ft.x ft. Will the added area be heated and cooled? New electrical (or increase)_Zd�' � New plumbing fixtures?� — New fireplace? New Heat/AC? �s��Al9 SUBMIT THREE (COMMERCIAL)TWO(RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature of OWNER Date: Z6 z Signature of CONTRACTOR 2- e/ r' STATE OF FLOR4.0A 1 COUNTY OF , r \ Sworn to(or affirmed)and subscribed before me this r day of r\v"\LDA. 200 AS TO OWNER: Notary's Signature azau ; RI 'w1�nYPi June C.Mitchell ,,�1Y COMMISSION#CC759555 EXPIRES � Personally known y 15,2002 ❑ Produced Identification BIN INSURANCE,INC MAi Type of identification produced i 41001 City Of At/antic SwoPV` qgr aftnn4 tf ROubscribed before me this >�" ' day of j V`r-�� 200 F' AS TO CONTRACTOR: Notary's Signature ❑ Personal) known tip""•"Y��, DONNA G.HAMBY NF Y Produced Identification MY COMMISSION#CC 961872 a EXPIRES:August 29,2004 ` pf Bonded Thru Notary Publto Underwriters Type of Identification prod UCed Book 9976 Frage 622 5 MIN. RETURN PHONE o- °� :" Os Pa e: 622 Filed & Recorded NOTICE OF COMMENCEMENT05103!2001 04:23:12 PN JIf4 FULLER CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1.00 TO WHOM IT MAY CONCERN: RECORDING t 5,00 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property i - r General Description of Improvements' Izti &MiEeI'7)4 . Owner ,i Address'/ � tom' T 7-,_ 1;'�r 9 -'�- Owner's interest in site of improvements: Fee Simple Title Holder(if other than owner) Name Address Contractor -� � 13/9 Address Z? Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or oth i documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lein Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address- 0 ner Sworn to and subscribed before me this�-.I-/ day off a No ry Pub{c =;�`' *: x= MY COMMISSION*CC759555 EXPIRES as July 15,2002 CITY OF ATLANTIC BEACH, FLORIDA -5 '7 App•owe by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19gl IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 5 5&146�-- F ELECTRICAL FIRM: R ELECTRICIAN JOURNEYMAN NAME ADDRESS: G RFD WX BLDG.SIZE BETWEEN: RES.( APT.( ► . COMM.( i PUBLIC( ► INDUS. ( ► NEW ( ► REW.( 1 ADDITION ( ► TRAILER ( ► P.f ► SIGNS ( ► SO.FT. SERVICE: NEW INCREASE ( ) REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PHW OLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•JO AMPS, 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O'1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSF(]RMFRSe lllunl`R RMV Mico enn v 3 4 3 T DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INF`I k�tATIQ1II -�___ - -- `LOCATION INFORMATION _.. Permit Number: 4376 Address: 16 0$ NEACH AVENUE Permit Type: E ECTRICAL ATLANTIC BEACH„ FLORIDA 32233 Clmew of Work: 196A4,`>OEECRIPTION - -----Constr. ;;Typet WOOD FRAME Lott Block s: Section: Proposed Use: SINGLE' FAAILY Tovndhipt RNIB: O Dvellings; 1. Codec aD Subdivision: Estimated Vlaluez B0. 00 Improv. Costs $0.00 Total Fees$ *20.00 Amount �, �� ., 020.00 Datr /28191 s o.. Work I3e� �' t1L ANIS GROUNDING MATION , - APPLICATION FEES ----- Risk 0e: .C �� r�� '1wRN T *20.00 AddT ��^ _ t1E NATER INPA,CT PE $0,00 4 � CIt FLORIDA 32 %Z BCS.00 a Ph WATT y*}^+^}� RAI FORMATION RADON ,GAB B% $0. 00 Name 2 ��I � 01C CO.� WATER TAP $0. 00 Address% 1Cfl �``N 011MORD1510 , .. T_,11 SEWER ,TAF ... ; . �C►t Ot7 JACE ILLE, FL. 32280 HYDRAULIC SNARE $0. 00 L )MI I,3 Trp+ # 1 RE_j NSP9CT FEE $0. 00 SEC. N NPACT FEE 80. 00 �a sir e OTHER NOTES:. NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING AhATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER, FAILURE TOS COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT' IN' THE PROPERTY OWNER"PAYING TWICE FOR BUILDING IMPROVEMENTS." TII 9I9s4'3 HMi ISSUED ACCO130ING TO APPE�OVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJE4*4p REVOC4 10 qw: 1iIOLATION OF APPLICABLE,PROVISIONS OF LAW. A. „ ATLiNTtO BIrAOH I DII I E 'ARTMENT . B 3 Y CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX 247-5877 1 Address: 1605 BEACH AVENUE Permit Number: 22114 Type: FENCE ATLANTIC BEACH, FL 32233 Permit T y Township: Range: Book: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: ATLANTIC BEACH Square Feet: parcel Number: Est. Value: Improv. Cost: Name: JENNESS, MRS. Date Issued: 6/08/2001 1605 BEACH AVENUE Address: Total Fees: 10.00 Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/08/2001 Phone: (000)000-0000 Work Desc 4 FOOTFRONT ALUMINUM FENCE ! y 10.00 y. PERM�'I' N. DUVAL FENCE, INC. . NOTICE INSPECT 5"C BE REQUESTED AT LEAST 24 HOURS PRI TO IN ACTION BUILDING MATERIA RUBBISH DEBRIS FROM THIS WORK MUST NOT BV RED IN PUBLIC SPACE,AND MUST BE CLEARED AND HA U CD AWAY BY EITHER CONTRACTOR ORO K "FAILURE TO COMPLY WITH T ONSTRUCTION LIEN LA "AN RESU�IN THE FAILUR PROPERTY OWNER PAYING allILDING 1 NTS ISSUED ACCORDING TO APPRO D P IMS C RrP4RT OF HI P ND SUBJECT TO REVOCATION FOR VIOLATION OF APPUCABLE P 4 S F W,= SILO 14 i AT TIC B CH BUILDI G DEPT. Cmus 1 11 Receipt: 196339 CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners `1 �L e--:5 Phone 2(Q6 —e-17(17 Address Lot 2 Block and/or Unit# Subdivision Contractor if Different From Owner DjyqL Ltiy C o� Valuation of Fence $ f3 �"- Corner or Interior Lot Type of Construction Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature Contractors Signature LAD, D55O�C, �2. #00 D pECK -�✓ c CONCRETE � t m 16.9 (c L ND 1/2 �PIPE L.a. SES N�IL7"1SK A605 N L.Q. ct Patiu�w pR �SE,R tN�t Q ("� 4 4p�1C� E N1.8 11.5 • CO CREZE 6�4 r 4 CON 0 F Q M ANo�) 0 < .5 Q `� , �y Q V ACS O+ 26.6 LOT 'a E .ti0 CAP O.3 a FOUND D.N.R. MONUMENT 72-81-A19 �. 13 o�� a; n -- s 5 MIN. RETURN PHONE # a U (D 4-7 Book 10021 Page 2431 FIA 1977 LAWS FS 713.13 RAMCO SOWN 409 N OVLAcel Of C 0vU4w-41Ce4rxnt ( )repare in Duplicate), 7o wtiom if ma jt concern; The undersigned hereby informs all concerned that improvementsM11 be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following inforniation is stated in this NOTICE OF COMMENCEMENT. Description of property . ./�.�,r , , , . , , Cel/ ll":�7 r . 77.C, 7. . /. fiLO 7- 4T? v L6- . . x00V---z . . . � L St �/ E✓ . . d r. .c�v,c,�, ?-. . . . v 6. C General description of improvements . . �.N S — O P P � . . . . . . .CTIC G. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U . � Ty . . . . . . . . . . . . . .t,. . . . . . . . . . . . . . . . 1 - . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Owner �y. . . . . . - to . . . . . . . . . . . . . . . Address /.�0.s- . . . . . 3�y . . . , .C. . . . . . . t, 77 . . . .x•.1. . . . . . .3 .z. .3.3 Owner's interest in site of the improvement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . Fee Simple Title holder(if other than owner) Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C Contractor .�v .�t--. . . . �.�-�- . . . . . . . . . . Address . . .f --Z. . . . . p�!/.G.L f�S. . /'�"�y. . . . . /�X. . . . . .3 ZZ . . . . . . . . . . . . . . . . Surcly(if any) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of Bond$. . . . . . . . . . . . . . . . . . . O' Any person making a loan for the construction improvements: ' Name Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statues. (Fill in at Owner's option). Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tlus space for recorder's use only .. . Sworn to and subscribed before me t11is(fday of COASTAL - FORBIS INC, 615 Highway A 1 A Suite 104 Ponce Vedra Beach, Florida 32082 (904) 285-5352 September 27 , 1991 Mr. George Worley Community Development Director City of Atlantic Beach RE : 1605 Beach Avenue- Howe Residence Dear Mr. Worley, As you know there is a question regarding the installation of a certain wall on a portion of the north property line at 1605 Beach Avenue. We are currently involved in a variance proceeding with the City to resolve issues pertinent to such wall . We will continue to seek a resolution of questions regarding the wall in such variance proceeding. We would appreciate continued interim construction inspections by the City pending a resolution of the variance issue . We agree not to claim any waiver on the part the City of any of its rights in connection with the wall by reason of the City continuing to conduct construction inspections from and after the date of this letter. As always, I appreciate your cooperation in this matter. Your ,truly, l Richard M. Forbis President cc: Mr. Don Ford Building Official m�x, i I Y E h � h Ym aua< t t..lit k ( rI i9 ��i "� kdi Y ti v n a r, i or a new9eneratio o usin s operaos ani o owners EN RA Ganarac 11 Emergency bower Systems Advanced Features Assure enerac II takes charge during a Reliability, Convenience Gpower emergency. At the first hint of and Security. a power outage, this compact, high For the first time, a truly advanced performance generator starts up automatically. y Within seconds it assumes :production:of emergency power system is available for electricity.for your business or home. small businesses and home owners. Before now, the technology of`Generac Il was available only in large mega-kilowatt Where power shortages cause frequent generators. Now it is packaged and priced brownouts or "rolling blackouts," Generac Il by Generac especially for homes and lets you produce your own current. So your smaller operations. With Generac Il, you vital electrical systems can operate can rely on the same cutting-edge undisturbed, regardless of the duration of technology in a compact standby generator the power deficit. that your large corporate neighbors expect from their bigger emergency power systems. More Than Lights Are At Make When The Power Goes Out. our business or home may depend on continuous electricity for refrigeration, computers, office equipment, air z conditioning, heating, communications, 1 cooking equipment, security systems, electrical appliances or machinery. The automatic Generac II backup generator keeps these systems running smoothly. Mtcroproceselag Technology Generac II protects your property reliably A generator this smart relies on its brain, a sophisticated microprocessing control center. This and economically. More importantly, It glues powerful system monitors incoming Utility voltage you peace of mind. twenty-four hours a day. If the voltage drops below a-pre-see value, the generator engine starts up automatically. The result: your electrical systems continue to operate, even while the surrounding community maybe blacked out. When the crisis is over, the electrical load transfers back to Utility power automatically. And your Generac II stands ready for its next assignment. Specifications :a When gaseous fueled,KW rating is for gasoline. Natural gas and LPG ratings may decrease, depending on BTU content of local gas. +Available in models with either 120/240 volts single phase,or 120/208 volts three phase.Voltage/phase must be specified when ordering. Committed to quality and value ince 1959, Generac has been Satisfied Generac customers a leader in the generator reside in every corner of the industry. Our reputation world. Including your town. So for quality is backed by over 30 give us a call. We'll make you a years of growth. And more than satisfied customer, too. one million generators sold. i PF i 3' t � � —awR Y ui =L GEN ERAC CORPORATION • P.O. BOX 8 • W AUKESHA, WI 53187 (414) 544-4811 • Telex 201302 • FAX 4141968-2106 Bulletin S615/USA Printed I01R9 Suposio>r Woa#horpsoofing Special weather-resistant housing protects the cutting-edge technology inside. An electrostatically applied zinc galvanized coating with a hardened, baked enamel finish provides year- round rust protection. Easy-to-open doors are equipped with tamper- resistant locks. And carefully designed weather proofing features include a drip ledge, sealed collar and rain shield for exhaust openings. There is even a special rain cap for the muffler. By addressing the smallest details on the outside, we can assure longer life for the generator inside. Automatic Tl'8mf9s Switch Most transfer switches are built to st s' the manufacturer. Ours are designed v ' for the end User. We make transfer switches that 4 are easy to install and x n t operate, and come equipped with stun- t� t lard features that cost extra from other manufacturers. For example, you dont mj, pay more for a key locking NEMA 12, UL approved dustproof cabinet. Or a seven-day exerciser that automatically operates the generator once a week to keep it in top working condition. And Sophisticated Control Console there are no additional charges for a full compliment of time delays, adjust- While the Generac Il monitors itself, it able sensors, safety features and visual also delivers vital information to thedisplay lights. } Axa user. For example, the Control Console 'f displays AC voltage and frequency out- Quality T"#+lid 80#Oro Delivery put, AC/DC amperage readings and , generator operating time. The generator the believe that customer satisfaction is is protected by a Fault Indicator Lamp, the ultimate test far our generators. which alerts the user to an engine safe- That is why every generator is quality ty shutdown due to law oil pressure, tested and proven reliable before it overspeed, high coolant temperature or leaves the factory. Our total commit- overcrank. With these state-of-the-art ment to quality includes rigorous controls, you can rest easy knowing prototype testing, component testing, that all systems are running smoothly. reliability testing, environmental testing, destruction and life testing. Our goal is zero defects, a standard that we strive to achieve at every st of the manufacturing process. • Liquid-coaled, 1.2 Liter Engine 's Performance and Economy � pGenerac 11 is the most powerful enclosed generator of its size available anywhere. Al", The liquid coined model delivcis up to a ,# 20 000 watts of backup power. Enough electricity for most homes and small-to- �H "� medium sized businesses. It is quiet, ' t reliable and loaded with special "","§5 m� ,}N , ?� �� textures. Like microprocessor logic con- trol, An automatic seven-day exerciser. And a specially designed engine with many advanced protection features. This generator is built to last, so you can depend on it year after year. Advanced Controls and Space Age Designy , As economical as it is practical. This high � . � ; a � performance air-cooled generator offers � "� �` 'r"�"< ' '' " � 5,000 watts of standby electricalower. P The compact, space-age desi n makes installation easy. And the Unit can be tucked away just about anywhere, inside or outside. Special sound-dampening, corrosive-resistant housing reduces exterior noise levels and protects the generator u � r from vandals and rodents. x h Air-cooled, 480cc V-Twin Engine N, r 4r SLKRA� II r High performance, economical Generac II generators. Smart property protection. Generac II protects your the overall package. Many the industry: two year blanket business or home the smart manufacturers offer these coverage of the engine, alter- and economical way. Smart, items as optional accessories nator and transfer switch, and because we utilize the best with separate price tags. With all Components.* One more technology, manufacturing pro- Generac II they are standard smart reason to depend on cesses and quality control equipment. Generac II. systems available. Economical, because we employ innovative The smartest reason to con- Generac II protects life and resource management programs sider Generac II is reliability. property in so many ways, for that let us achieve significant These standby generators are so little investment. Its cost efficiencies. We pass the built with proven technology advanced design and quality savings on to you. by people who are committed workmanship assure depend- to quality. able, trouble- For example, we standardized free operation. many advanced generator We stand You can rest features. Like our state-of-the- behind our easy when art transfer switch. And voltage quality Generac II is regulator with over-voltage workmanship standing protection. Even our special with one of watch over sound-dampening, weather- the strongest your resistant enclosure is part of warranties in property. *See manufactures statement on full warranty. anerac