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Permits 920 Camelia St ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB - ...ce, FRAMING COVER-UP =S"" INSULATION l0 2-2-_lq,� FINAL BUILDING f` CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 7�0 INSPECTIONS ROUGH - ` FINAL MECHANICAL PERMIT # PLUMBING PERMIT # ,1-a3 -7U NOTES : t BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 1/13/97 Building Contractor: J. H. Pocopanni Building Permit Number: 12411 Address: 920 Camelia Street Legal Description: Lot 4, Block 164, Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Residence Lowest Floor Elevation: 11.40 _ required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOL.LOWNG MUST BE COMPLETE ' DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 1/14/97 1/15/97 Phil Nodine Planning 1/22/97 2 Building 1/14/97 1/15/97 DCF 0 • 3 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 , ' PERMLT CNF., RMATLDN�# � � ,.h LE7CATI°ONkIC�IFFIRICA TCOtt.,Znrr h' : Permit Number: 21280 Address: 920 CAMELIA STREET Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 164 Section: 0 Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: x,109.00 .aWNER,CNFaRNCTCGN r ,' _ Date Issued: 1/12/2001 Name: JORGE SANTOS-JACQUELINE NAZARIO Total Fees: 60.00 Address: P. O. BOX 330265 Amount Paid: 60.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 1/12/2001, Phone: 904)743-5177 Work Desc: VINYL SIDING FRANK WISNISKI PERMIT 60.00 1 , _ Y . a M ; 9b 3y NOTICE- INSPECT ONS,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 TH " E CONSTRUCTION LIEN LAW CANRESULT 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'. t69.IB 14 hug I/W9191 k"ipt: I11115M affm 4446 � � > 9iNN3si4119Y ATLANTIC BEACH BUILDI Jan 11 01 11 : 38a SEARS JAX 904 399 5516 P• 1 r57YS • ' CITY OF ATLANTIC BEACH PERMIT APPZICAT'ION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMO.LIT"IONS dwner(s) : Address: Phone: Lot # Block or Unit # Subdivision: Contractor: 1C. State License # �� Address: f.. Phone No: vi=y ldd & -- staL,•�--Z_ CcCeZ Describe work to be done: Present use o; building: valuation or Propos construction: C2 Proposed use: Is c ' s an addiction? If yes, what are the dimensions or the added space: 1: Lt_ still the added area be heated and cooled? New eiectri �.,(�or increase) ? New plumbing fixtures? New fireplace? Heat/AC? SUBMIT 71MM (COMMCIA.L) TWO (RESID WTIAL) CaMFZZTE SETS OF PIANS, INCLUDING SITE PLAN, SURVEY, EMURCY CODE FOPM , NOTICE OF CoMeN=42ZT, AND OWNERICONTRACTOR AFFI-DAVIT, IS OWNER IS CONTRAC=R_ Signature OWNER; � Date: 3A14 L4J:t ab 1 Signature CONTRAC OR;- �/'� to:,) ,��.� -�i 2 0 0 1 Sworn to and subscribed before me this qday of j�� PURLIC OTA Y STATE OF FLORIDA AT LARGE rn,i_4 1_aoioil T"1 11 :45AM ID:247-5845 PAGE:1 AWTO 1 YAD ANO FOURONT NOMR)" ON N41 /0" A;I (TO W I �F4 7 TO hym Q,,� it If A t On I'v , i (. S .. . , r • &;t'.. r, - .. r tt r r r , �' 1 sr �� ._. _ .- ,.z - i.�.;a.F:.2 N TREE CONSERVATION BOARD Minutes of March 6, 1995 The Heard held its regular meeting on Monday, March 6. in the City Commission Chambers. Present were: Hope Van Nortwick, Chairman Mae Janes Richard Beaver Jim pelkey Staff: George Worley, Designee Carl Walker, Coordinator The meeting was called to order at 7:30 RM by Hope Van Mort- wick, Chairman, in the City Commission Chambers. The first order of business was a review of the tree removal application filed for Lot # 4, Block # 164, Section H. Henry Cooper introduced himself as agent for the builder, Chris Danser. Mr. Cooper advised the Board that the proposed house to be built was pre-sold. He also verified that the builder intended to plant replacement trees on a basis of 1/3 of the total amount of DBH inches to be removed. There was considerable discussion on the saving of a 15" DBH oak, proposed for removal, in the front of the lot but not within the house footprint. Mr. Cooper advised that the tree was located in the planned walkway leading to the front door of the residence. He also pointed out that the overhanging roof of the structure would be in contact with the canopy of the tree. Several types of modification were suggested to Mr. Cooper which would allow for the saving of the tree. Hope Van Nortwick moved to accept the plans, as presented, with the exception that the 15" DBH oak in the front of the lot remain and that a total of 24" DBH hardwood trees be re- placed on the lot, with a minimum of 3" DBH each. Mae Jones seconded the motion which passed by a vote of 3-1 4J. Pe1key against? . Discussion followed on the recent ruling by the City Commis- sion on the Tree Board' s requirement of replacement trees on Lot # 20, Unit # 3, Oceanwa 1 k. The Board members expressed concern on the assertion by the City Attorney on the Board' s inability to legally require replacement tree planting as a form of mitigation. George and Carl explained the Mayor' s request at that meeting for staff, the Board and the City Attorney to meet for the NOTICE OF COMMENCEMENT To Whom It May Concern: 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 stated in the NOTICE OF COMMENCEMENT. Description of property: •/G1 � �d paSrZ �� " ��.G. h2�,},.C� l✓J r+�( �u I i General description of improvements: i Owner. C-�,f s ' 1 aY.; f Address: 1-?- u -7 d2 •t 4-v ---L-- Owner's interest in site of improvement. Fee simple title holder r<f other than owner): Name: Address: Contractor. 01 " -3 Address: 1 z t ° Z S t ivy, ��. X('- Surety (if any): Address: Amount of bond $ 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: t-I-! In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provides in Section 713.13(1)(h), Florida statutes (Fill in Owner's option.) Name: Address: ___ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE NNEASURIKENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTM. 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 i BATH (8) TUB OR SHOWER STALL (6) / z- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATNTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL 6OKESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) ___L,WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) "Z WASH SINK EACH SET OF FAUCETS (2) —1—KITCHEN SINK (2) 2 DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET O URINAL STALL, WASHOUT (4) FLUSHING aimSINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) i LAVATORY. BARBER/BEAUTY ICE, MAKER (1/2) SHOP (2) SURGEONS SINK (3) __V__—LAVATORY, SURGEONS (2) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS r �'S E $20.00 EACH = JOB INFORMATION F'LOOOPLAZN DEVELOPMENT INFORMATIOU n Type of Developments.....U� Flood Zones Required Lowest Floor Elevations............... If building is located within a flood hazard zone, a aurvey* suut be made AFTER THE SLAB HAS BEEN POURED, cartilying that ths- LOWEST FLOOR ELEVATION is equal to or above the bane flood elevation established toss that sone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: ' Applicant Aeknowledgesents I understand that the issuance of this permit is oostinigent upon the above information being correct and that the plans and supporting data have been or shall be provided as required, I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date— t ..J- 2 !f'1-___Applicant's Signature___ -----------------------------------------tir---------- Department Use Required Lowest Floor Elevation AN Built Lowest Floor ilevation Survey Filed with Building Department ........... Building Ocrpartwent !lepreaenlative Pseget 3 C-1 YUi. .......... _ql ,V,j AIR ENGINEERS, INC. ................ ........... I......... ...... . ..... I. 7t j, at "0 now" I a� ..._..........., f J (1, I-o A 17 1 ................ ........ ........... .......... ........... 1 04 rig ;2 .......... ................. ............... --......................... ............................ 1.: r..� , J td.".,it i . ... .. ., F• .� .,, f � ?i'�:'v , .., .. .,,_ .,.'!,. - if MY : r r r._ � r . ? I I of$I of ? In? 4 1 1 4 f I A 1 , 1 j 1 1 w z I A 1 1 Y 0 1 A I Y A 1 t 1 0 1 11 1 z 0 A 9" I I n 1 1 0 1 vyl tv, k" 11 of 1 f..1 v To Y Ty Fly A 11 2 p if 01Ow Y A� fv 14 ri! WIN WINVP POQT'�' NOUN , is; :1 hTn 1 V 1 A UT i 1 i uMAT MN woolly'; I r e t A I fly 1 f it I Y 11 0 N A 4 0 10 1 s to 0 to, toll Now?I I I f" A I A UNITY, 0 A �ff 1 a 1 exit, to 1 1 1 1"1 w 1 1 v 1 1 1 1! W 1 A Y Y I ;q! visit OM Y 0 futfAwry! 1 0 t I 70 Q/ T iv AM A x n b"= r 50 1 0 of tptw Y Nov T", Yi NY Mit NPAi Yj ANN �6ti s � 1 CZE Nd 13 ri LIN N gi i /i•• ll '8� f TRUSS SPECIFICATIONS FOR CHRIS DANSER 940991 - HOUSE ACCOUNT TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 211-1-23, for each component design only. DRAWING NUMBER DATE !USR732 94262505 09-19-1994 USR732 94262506 09-19-1994 1USR732 94262507 09-19-1994 IIUSR732 94262508 09-19-1994 !USR732 94262509 09-19-1994 �USR732 94262510 09-19-1994 USR732 94262511 09-19-1994 !USR732 94262512 09-19-1994 g�Q 1 O L * ; 4 F � JGL: (940991--HOUSE ACCOUNT CHRIS DANSER) / T1 22'11"B GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 10P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 106 PLF WEBS 2x4 SP #3 BEARING LOC. (FT): F✓1 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 EXCEPT AS NOTED. rLEMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF to OIAPHRAMS. SEE DETAIL DRAWINGS 19216(Soft) AND 9087(1-10010) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N CONTRACTORS WARNING: O1 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS N AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING Lp INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C3 LA T C4X4 .1 5 Ol Q C3X4 (D1) jh��C3X4 (01) —-- —9 4 (_ 11-5-12 _,_ 11-5-12 s1 C5X5 - 22' 11"B J OVER i SUPPORTS R=89 Of W=19' PLT . TYP.- CLARY-V2 DESIGN CRIT T - - R v 17.2m SCALE 15042500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRIISSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--11601 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI, SEE THIS DESIGN TIC OL 7 .0 PSF DATE 09/19/94 1 F FAILURE TO BUILD THE TRUSS IN CLOWORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RF f CAAIIY CONNICIUICT AIII MAIN IN :'DPA UAIV. :illll MIT IVIG A11IM OUIIHMNIS, tlMl:i9 0I411WLi1 IN111CA1111. TTN' 13C OL 10 .0 PSF DRW USH732 94262;0'., of AlPme A446 OR B EXCEPT AS NOILU, APPLY CONNLCl0115 10 LACH{ACL Of CINNIO SHALL UL I.AILRALLY DRACIU WITH PMN411 BC LL O -O PSF BY: OLD -e«neo I...cl.. l- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T OT.L D. 37 .0 PSF !-,Dl G. Great GOUthwESt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FUR SUGGESTED C-,3 rd Pralf le. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .2 Ic14) 660-3940 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. +--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WO-00 CONSTRUCTION SPACING 24 0 H J(30: (940991--HOUSE ACCOUNT CHRIS DANSER) / T2 22'11.8 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP M2 N MWFRS UPLIFT (LB): 250 540 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 18.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v INUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING b. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. lu CR tU UI O 01 C4X4 � C2X4 r 5 � C3X5 Ln C3X4 (A1) C3X4 (Ai) S 1 EEa C5X8 C2X4 �- 19' -�- 3' 11"8 --� 11-5-12 11-5-12 -6- 22-11-8 -6- 22' 11"8 OVER 2 SUPPORTS R=742# W=3"B R=1125# W=3"8 PLT . TYP.- CLARY-V2 N R - - Rev 17.2m SCALEi50.2 0 X*IMPORTANTXX CLARY DIVISION OF ALPINE WARN INGTROBSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--11602 SHALL -1 BE RESPONSIBLE FOR [N HANDLING, ERECTION AND CLARY> DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/19/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARC MADE OF POGA DAIV STEEL MLEIING ASTN QUIRIME:NIS. UNLESS OTHERWISE INDICATED, IIP BC DL 10 .0 PSF ORW USR732 94262506 - a.1 H.tsion off Alp the A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER trptr,eer eo Proauct s, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OL D/t14 I' CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37 .0 PSF .61 Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FDR SUGGESTED r3nU Fr31N 1e. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 x,214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTRACTOR. TPI -- TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL OESIGN SPECIFICATION Fal WOOD CONSTRUCTION SPACING 24.0" tl 940991--HOUSE ACCOUNT CHRIS OANSERI / T3 34' Special GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. iDP CHORD 2x4 SP #2 N : T4 2x4 SP #2 Dense: PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. ?'11T CHORD 2x4 SP #2 N : B2 2x4 SP #2 Dense: MWFRS UPLIFT (LB): 410 410 c WEBS 2x4 SP #3 : W6 2x4 SP #2 N: BEARING LOC. (FT): 0.00 33.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v PROVIDE FOR HORIZONTAL MOVEMENT OF 3/8" DUE TO LIVE LOAD 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w AND 114" DUE TO DEAD LOAD AT ONE SUPPORT. N RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. ROSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ALL PLATES ARE C2X4 EXCEPT AS NOTED. A _DNG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL N E_EMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ;IAPHRAMS. SEE DETAIL DRAWINGS 19216(1of1) AND 9087(1-10of 10) BE EQUALLY SPACED. ATTACH WITH (2)Bd NAILS AND AT BOTH ENDS N TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS @ 4" O.C. Y,,15T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. C7X12 C5X5 ) C5X5 t\ 5 p C3X4 ( C3X4 C3X4 T4 C3X5 (A 1) 9X12 2.5 C3X4 C3X12(A1) �1 v C3X4 C9X12 �- 34' -i 17-0-0 17-0-0 i-6- 19-0-0 15-0-0 1-6- �- 34' -i OVER 2 SUPPORTS R=1342# W=34'8 R=1342# W=3"8 Pi_T . TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2m SCALE 1505/875 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTwISSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--11607 SHALL NOT BE RESPONSIBLE FOR 1N HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR ( ESNFE SPECIFICATIONS. OR ANY BRACING. SEE HIS-21 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/19/94 FAILURE 10 BUILD THE TRUSS IN CHOORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94262511 -- --/ 11 Alpine A446 GR B EXCEPT AS NOTEO. APPLY CONNEC70AS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER „ ,rr ro�roauct s, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD STff BC LL AIHING. BOTTOM CHORD 0 .0 PSF BY: OL [. CONNECTORS PER DRAWINGS 130. 150 6 I6OA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 .0 PSF _ Great SoutnweSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI, AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED TX 75051 SEAL ON THIS DRAWING APPLIES TO THE cowoNENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 -I_Ii oiiU jy40 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 ]HE TRUSS ERECTION CONTRACTOR. +--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" J66: [940991--HOUSE ACCOUNT CHRIS DANSER) / T4 34' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T4 2x4 SP #2 Dense: PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N : B3 2x4 SP #2 Dense: MWFRS UPLIFT (LB): 410 410 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 33.71 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v PROVIDE FOR 3/8" HORIZONTAL MOVEMENT AT ONE SUPPORT. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. U3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO A MuST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING ru MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, ru tit 0 v C6X8 C2X4 C5X5 C5X5 r-R Ln 5t7 C3X4 C3X4 (A) C6X12 T4 2.5 C3X4 C2X4 C3X5 (Ai) 7XB C3X4 C3X12(Ai) �1 C2X4 ____C4_X C2X4 C2X4 �- 34' J 17-0-0 17-0-0 176- 17-1-12 -10-4 15-0-0 i-6- 34' -� OVER 2 SUPPORTS R=1342# W=3"8 R=1342# W=3"8 PLT . TYP.- CLARY-V2 DESIGN T T - - Rev 17.2m SCALE 150 .1 75 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTR"SSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--11603 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C> A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/19/94 t FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSISB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 l \._ _.� CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94262507 oR Atp the A446 GR U EXCEPT AS NOILO. APPLY CONNk:CIORS TO EACH FACE OF CFXWID SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 1 0 PSF BY: OLD '-I eer�eu ur Dauer s, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SFEAIHING, BOTTOM CHORD �+ CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN SIANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37.0 PSF .:,`i i. t�i'cot southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED ,�RanO Prairie, TX 75051 SEAL ON IM19 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 i214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTRACTOR, "--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" .'c't: (940991--HOUSE ACCOUNT CHRIS OANSER) / T5 30' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 53T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 370 370 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 29.71 Cn TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to a IU CD IU UI O Co C5X5 C3X4 C5X5 C5X5 LD5 p C2X4 HS412 C2X4 6X8 C3X5 (A 1) C3X4 C3XB (A1) C4X1 C2X4 �- 30' 15-0-0 15-0-0 1-6- 13-8-0 -4- 15-0-0 1-6- �- 30' _I OVER 2 SUPPORTS R=1194# W=3"8 R=1194# W=3"8 PLT . TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/- A v 17.2 SCALE 150 .187 **IMPORTANT** CHARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--11604 IN HANDLING. ERECTION AND "ALL NOT BE RESPONSIBLE FOR CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 09/19/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W[iH.188 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNEC IORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. IOP BC OL 10 .0 PSF DRW USR732 94262508 re�eo r°�oo c�s��Inc A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /� BY, DL ?j.! TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF / CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37.0 PSF Cr eat SouthwESt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED i�i",j F'1`d)f 1e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 .-14) ECO-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE, NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0" Ob '(940991--HOUSE ACCOUNT CHRIS DANSER) / T6 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TDP CHORD 2x4 SP #2 Dense PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 370 370 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 29.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v PROVIDE FOR HORIZONTAL MOVEMENT OF 3/8" DUE TO LIVE LOAD 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. c.2 AND 1/4" DUE TO DEAD LOAD AT ONE SUPPORT. N RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru En N (.71 Lo O lD C5X5 C3X4 C3X4 r-t 5I7 C2X4 C6X8 C2X4 C3XB (A1) C3X4 C3X4 C3XB (A1) 1 0 2.5 30' 15-0-0 15-0-0 1-6— 15-0-0 15-0-0 1-6— (� 30' —( OVER 2 SUPPORTS R=1194# W=3"8 R=1194# W=3"8 PLT . TYP.— CLARY—V2 DESIGN CRIT — Rev 17.2m SCALE 150018 87 )(*IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSsES REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--11605 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND / CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL !-7 .0 PSF DATE 09/19/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR AODITIOkAL SPECIAL PERMANENT BRACING RE �_, _.,� CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREIENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94262509 -- nt Alp Jnr A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 1 1;11�,'rt urnnu<ts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON [HIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLDT/T CONNECTORS PER DRAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF 1 .;i-eat 50 uthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED r� Pralf 1e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR-FAC1 25 K ._141 c60-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS - t991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSIRM TION SPACING 2 4.0" AT (940991--HOUSE ACCOUNT CHRIS DANSER) / T7 30' SPECIAL GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. i CHORD 2x4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. `T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 320 c WEDS 2x4 SP #3 : W3 2x4 SP #2 N: BEARING LOC. (FT): 0.00 12.00 106 PLF In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v '+j SS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w To ._JNG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 EXCEPT AS NOTED. _EMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF to APHRAMS. SEE DETAIL DRAWINGS 19216(lofi) AND 90870-10010) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N CONTRACTORS WARNING: .,IS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SHIM ALL SUPPORTS TO SOLID BEARING. n3 A- SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING Ln INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IU C4X4 C3X5 C5XB 5p m C3X4X C3X5 LD x X2.5 C5X12(01) C3X4 Di X4 X4 / ��X� / C3X5 (01) / . L 12' 112 17' 10"4 -1 re15-0-0 C3X5 15-0-0 _) r 12-3-8 T 2-8-8 ® 15-0-0 30' OVER 3 SUPPORTS R=399# W=3"8 R=1182# W=3"8 R=61 PLF W=17'8"8 T TYP.- CLARY-V2 I R F - - Rev 7.2m SCALE 1502900 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRussEs REOu1RE EXTREME CARE TC LL 20 .0 PSF REF R732--11608 SHALL NOT BE RESPONSIBLE FOR IN MANGLING. ERECTION AND /-�L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-97 BY iPl. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/19/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 0 PSF DRW USR732 9426/2512 a of a innelnc A446 GR B E%CEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BY: OLD ;i/� TRUSS AND UNLESS OTHERWISE LOCATED ON [HIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF .. -;F Eot Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGES/EO ^ i1 1 Te, IX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FAC. 1 .25 \ .21:1 —3-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACT "--TPI . TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONOR. SPACING 24 0" _7L.� (940991--HOUSE ACCOUNT CHRIS DANSER) / T9 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP Y2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. t1U1 CHORD 2x4 SP T#2 N MWFRS UPLIFT (LB): 200 320 250 c WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 12.00 29.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 31 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ti CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. riIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U3 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING b. !NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS TO SOLID BEARING. N m (U UI T+ O C5-X12 C2X4 C3X4 5 pC3X4 LD 15X5 C2X4 C5X5 0 2.5 C3X4 C3X4 (Al) C3X4 (AS) C2X4 C3X4 12' 1"12 17' 10"4 --� 15-0-0 15-0-0 1-6- 12-3-8 -8- 15-0-0 1-6- 30 OVER 3 SUPPORTS R=501# W=3"B R=1151# W=3"8 R=736# W=3"8 �_T . TYP.- CLARY-V2DESIGN P FL/1/1/1/E/-/- Rev 17.2m SCALE 150.1 7 **IMPORTANT** CLARY OIVISION OF ALPINE WARNINGTRO r REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--11606 SHALL N07 BE RESPONSIBLE(FOR IN HANDLING. ERECTION AND '7 CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[8-91 BY TPI. SEE THIS DESIGN TC DL / .O PSF DATE 09/19/94 FAILURE TO BUILD THE TRUSS IN COW GRMANCE WITH OSIBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A CAL V. SIEEL MEETING ASTM OUIREMENIS, UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94262510 of AlP ine A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0. PSF B Y: OLD TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTUM LHORU CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T O T.L D. 37 .0 PSF .. �=r.t Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED :-�.TTrTe, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 _1-i! IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCTION PACING 24 0" r� •�� .�v N ''�� •� CD. � 1 SZb O 10 N Cr N gl CD 6� �1 t 6 TRUSS SPECIFICATIONS , FOR CHRIS DANSER 940991 - HOUSE ACCOUNT TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. __DRAWING NUMBER DATE !USR732 94262505 09-19-1994 ,. USR732 94262506 09-19-1994 .USR732 94262507 09-19-1994 ;USR732 94262508 09-19-1994 USR732 94262509 09-19-1994 l-USR732 94262510 09-19-1994 USR732 94262511 09-19-1994 'USR732 94262512 09-19-1994 ti,,�sr• . oaf ••�. ,. %FR ED��N•`````�. i.T409'/1 --HOUSE ACCOUNT CHRIS DANSER) / T1 22'11'8 GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (.r+ONU 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. C,iOHIJ 2x4 SP /2 N MWFRS UPLIFT (LB).' 106 PLF C WEB 2x4 SP #3 BEARING LOC. (FT): u) TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10:00 PSF (BOTTOM) . v L..SS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N G GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 EXCEPT AS NOTED. - VENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF LID j ;:APHHAMS SEE DETAIL DRAWINGS 19216(1of1) AND 9087(1-10of 10) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. t.. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N CONTRACTORS WARNING: rn "iIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS N A" =PECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING LA INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. o f ff f4 t i ) C4X4 5 p rn v C3X4 (D1) Li3X4 (D1) —A•'4 )_ 11-5-12 A11-5-12 J C5X5 C ----22. 11'8 _ J OVER 1 SUPPORTS R-89 PH W-19• 1 IYP - CLARY-V2 FL/1/1/1/E/-/- R 7 m SCA: 15045. XXIMPORTANT)(* CLARY ulvls/UNor AIPIM WARNING;`"--I- EA't'E"E CANE TC LL 20 .0 PSF REF 8732--11601 5x.41 w1 NE nsvmalat run IN HAP"ING. ENECIIGN Aro (('` t((�7�/ tNviA11UN/1wN ills oEsllN tla II�St %MCltl[AII0M1. GR ANY fll"EAW stf HIS 91 6Y 1111 ME INIS MSIGN TC DL 7 .0 PSF DATE 09/19/94 CA AR 1 1 All INiI IU 1111110 IIN Ilkl':•: IN IIW AMIMANCt Nil U]IWI NY 1111 1UR AIN1111UNA1 !I[C.1AI ;4RMAMNI INIAC.ING III / I l AUY (.(MMM Wil'.Alll MAIN IN .1N•A 1.4 V !,1111 NII 1101115, A'IIN IMIINI M1N1:, hill t ail(11111 HNl'M INIM AIM IIM' (1L DL 10 . 0 JISV ()(JW 11`.IH/)/ AAAb GN U tNtII'l AS Nllltl] A1'IY 1 tINA%I:IINIS IU IAC111ACI IN OMAN)SIIAII 111 IAlt N4ly WIACIU MIIII I4KN'111 (1L L[_ O O PSF DY. D(.II IIICI'.S ANU I-ISS UIIK IIN I',1 IUt All I. UN Ill 1.MSI 6N PI-II 11 UN Ly At IALHtU Mt YNWU S,IAIIIINL NUI IUM 11 K111U (-.,INMICIUNS IIID I.IIANINI.:; 1)U ISJ A IGUA 1 INSILrY SIAM)AMI)S N1111 VH(N't UtY AIIAC14U IIIGIU Ct]l INC, .It TOT .Lo, 37 .0 PSF C11.11111M w/AI'1111(Atll! I'IN]Y IS IUh'�IN NII.N III] AN fNUIMlH'S 11—i— U'UA IL 1//1/till —llNibt SILU IA /,ot,t "I At UN IIIc,INIANING Ali',It 1U II,t tU1'Uh NI tBVCCCiU'4l4 I)NYNAII AVIV R'A11UN 1ININ]51I A aM'Y IN 11415 OUR.FAC. 1 . 25 IN (IN Y AND —At I NIll 111 1/11111) I-IN IN AN) U114N MAY INSII:N IJ 114 114AISS INIt.110.C(iftl NAI.1(111 • 11.1 — 111•,� e'1 iN All IN','II SII M)S - 1'141 NA IN SIIcwt tlf Il'AIIIIN IINI YIIINI IUNS INI K'1I(IN SfyACIN(' ?4 Q, JOG 1940991--HOUSE ACCOUNT CHRIS DANSER) I T2 22'11'8 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. i ?i,� C ORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 2x4 SP r2 N MWFRS UPLIFT (LB): 250 540 c WE05 2x4 SP #3 BEARING LOC. (FT): 0.00 18.71 En TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v ,USS m SIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. -HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (n { AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. N e � N LA O j Ol i i 1 i I i I i C4X4 C2X4 i C3X5 I L C3X4 (A1) 3X4 (Af) i Z 1 X8 i C2X4 19' via 11-5-12 11-5-12 L 6 Ad 22-11-8 oi--6- 22' 11'8 OVER 2 SUPPORTS I R=742# W=3r'8 R-1125# W-3N8 Seq: 1504 I YP - CLARY-V2 OESIGN CRIT - Rey 17.2mA E - **IMPORTANT) * CLARY 011Is1oNa ALPINc WARN ING,-ss'--'- E"aE ' 'IECAME TC LL 20 .0 PSF REF R732--11602 SNAIL hill ft IIESPUNNI&I 0004 At HANOLANG. EAEC1101d AND CLARY utYUIwN 1N0N I/115 lx SIGN w 11*sE %KClrwnaNs. ON ANY nNACIw: xE Nlu Sit BY JPJ SkE IVIS MSIGN TC OL 7 .0 PSF DATE 09/19/94 CLAR Y IAll 114E IU WILD Irk IMUS% IN CJWUNNANCt UJIN UhIdd BY IPI tUN A014110NA1 :PtCIAI Pt MNAWN1 NNACING At fr , IIAI4Y LIwNtC11111N Alit MAIN IN :06A A-,AIY 11111 MIIIING A•SIN 001WMINIS IrNt11 OIttI1NI11 I1411LAIJU. I(All BC DL 10 .0 PSF DRW USH732 94262506 Alllr�e A440 l.N U Iltj01 AN Wit API\V 1.(WNt C I(NIS IU 1AC111AIJ 01 Chi")'AlA(4 It IAIIMAIIY WIACtU 1111111 INIIM`tH MI6% it U—INS OOHHNIst LUCA140 UN 11111 1ASWN „u",IIIUN t AIIAC14tU PtVNUUU S44AIHINb. IIUIIUM LI4u1NJ BC LL 0 .0 PSF BY Ot DA I /uNNcwN1 PIH WUNIm.> 14u ua . 11, A t 1N'ucN S1JN1A4NJS NIH,PHUPtkiV AIIA0*0luau Ct(t1NL stt TOT .LD 37 .0 PSF —I '�I"th-5t 1'k Ny G.(.1. �/AI 1.1 lCAt111 1`IrOV ISICN>tN NIS E IPI AM 1`1'0.11 0/1/`111 lull s,,liu SItU • .�•. 't .1A 1A 1110F11 . I uft HH1 IN,ANINf. A• lk1 K 1� Illt ko—UNI INI'll'itll rt (lt (INVNAlAI'#gICAl1UN fIfi AI'.:14 A L0'Y IY IHIS IIUR.FAC 1 . 25 ,� .. l'J40 IN (CNV ANO `.,AAAA NII UI 4t NO li-' IN ANY WIN NAV (NSIGN 10 Alt IWAti110t1110N C(wiHA(llW 1,•I - M1.0, "1.11 1s•;ili,.1 NU': - VVII N1110— INSIJ:Nsly:uuvnlwtlNlWuiklclw•:u41N-1nlN iPACINI; ?4 0" ^,40991--HOUSE ACCOUNT CHRIS DANSER) / T3 34' Special GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. ORp 2x4 SP 02 N : T4 2x4 SP 02 Dense: PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. ;.r\ORO 2x4 SP #2 N : 82 2x4 SP 02 Dense: MWFRS UPLIFT (L B) : 410 410 c n=BS-� 2x4 SP /3 : W6 2x4 SP f'2 N: BEARING LOC. (FT) : 0.00 33.71 u) TRUSS DESIGNED FPR 100.00 MPH WINO, 15.00 FT ABOVE GROUND n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v vii.E FOR HORIZONTAL MOVEMENT OF 3/8" DUE TO LIVE LOAD 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w `.: 1/4" DUE TO DEAD LOAD AT ONE SUPPORT. ry RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. { u 5 DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. to ALL PLATES ARE C2X4 EXCEPT AS NOTED. A ;ANG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ry .MENTS TO TRANSFER WINO LOADS TO THE CEILING AND ROOF (A) 1X4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO _'t.-;"RAMS. SEE DETAIL DRAWINGS 19216(toft) AND 90870-10010) . BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS AND AT BOTH ENDS ru TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE U1 - ;GID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS @ 4" O.C. BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. i i I f i 07X12 i i 05X5 ) 5X5 s t 5 p 03X4 C3X4 C3X4 T4 3C3X5(A1) X12 2.5 �C3X4 3X12(A1) j X4 X1 34' - J i 17-0-0 1 17-0-0 1-6- 19-0-0 15-0-0 1 6- I 34' -i i i OVER 2 SUPPORTS R=1342; W-31.8 R-13420 W-3"8 I Seq: 15056 I YP - C(.ARY-V2 OESIGN CRIT TPI FL/j/1/1/E/-/- Rev 17.2m SCALE - 7 j x)(I MPORTAND(m CLARY DIVISION Of ALPIK WARN I NG,--'--I- t>I-- CARL TC LL 20 .0 PSF REF R732--11607 I s-1, NUI - -SMINEtat 'OR IN HANIXING. Lff C1ION MO 7 J 0 VIA11uh IHUM I)n5 Ots11:N ON THI't v'tCjf ICAltONS. ON ANY BRACING Stt Ntn nt BY IPI $If THIS UtSltI/ TC OL / .0 PSF DATE 09119194 C:L Ally Ali IU H,r110 )pit tl1U'.S IN CLNM oH.ANCt .1111 U!iIdo IPI tUH A00111UNAt SPt CIAL KAMAWNI BRACING Ht ('IAIIV COWh k:0H1 Alit RAIN U/ @OGA GAIV Slttl .ttIING A5111 OUIR/.t NIS UNltss 01HtRWIet INBICAItO. 1(W BC OL 10 .0 PSF DRW USH732 94262511 ! •Il-rr'r AAAI UII tI 1.111'1 AS Ir11111) AI'IYV (:I WNCl/klS IU 1ACH IAI.t Oi CIA.IU till All Bt IAItHAl1Y BRACtU VIII\lH1W'tR BC LL O O PSF ©Y; Ot.D f I `� .AJ 1:. UIHI rI"I'A IUCAIIU UN 11.11 Il1S[l.N P01111LI1 kV AIIAC1r1U 1Vl VWW0 SIAAIHINU BLOWN UKIIIU aL.hti IW,9 ru,1—WING" i IU IDU L IGD. I NSI GN SI ANul1U$ .I In I+HIWI RIY At 1AC100 RIGID Ct.It ING -- stt TUT LO 37 O PSF ''ll—%t Pk.V I',NIOilll M Ai.N It.Allll OWV111UN>UI Nil] A. 11`1 AN tN.INtH'S itCWCA1 MOA II (1/l/A11 '00 SIWI.t SItU ! 011.01INU A"',IIS 10 14 1U UN NI IMPICI111 IK1K I.HMAII A641I ICA]104 tWWIS11 A LW'Y IN IHIS Dl1R.FAC. 1 . 25 ' IN ONI\ •n;l.rl N,II Ill 1111 IID I1f YrN IN ANY Will MAV IM]11:N 10 IIK IIKISS IfU(:1 IIN C(W III AI'illlr Irel - 1'i A11 IN`.I I1111 Ni;ti - U.'11 N.IIIW.1 I.SII:N NI'tC II II,AI JIM ll.i.111N1 IIWSllllll ll(IN �]P A(.1N() -34 Q" i409g7--HOUSE ACCOUNT CHRIS DANSER) / T4 34' Special THIS 001G. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. r 2x4 SP #2 N : T4 2x4 SP /2 Dense: PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. 2x4SP #2 N : B3 2x4 SP #2 Dense: MWFRS UPLIFT (LB): 410 410 c WEHs 2x4 SP #3 BEARING LOC. (FT): 0.00 33.71 to TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RGVIDE FOR 3/B" HORIZONTAL MOVEMENT AT ONE SUPPORT. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ti i -�SS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. I as ! 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO A ! '"uS? 3E PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING N MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A rn SUITABLE SUPPORT BY ERECTION CONTRACTOR. N Ln o V 66X8 2X4 C5X5 5X5 5 63X4 C3X4 (A) C6X12 T4 2.5 C3X4 62X4 C3X5 (Ai) 7X8 C3X4 3X12 (A]) li C2X4 C4XI2X C2X4 J f 34' i 17-0-0 17-0-0 1-6- 17-1-12 -10- 15-0-0 f-6- 34' -( OVER 2 SUPPORTS R=1342# W=3"8 R-1342# W-318 ! r 51 1YP - CLARY-V2 - R 7 SCA: ]50 . XXIMPORTANTXX CLARY tilYlslata u1INc WARNINGIw55tSItEOuiNE EVACIIE ANE TC LL 20 .0 PSF REF 8732--1i603 511A11 NOI pk Nt SPUNFi 11Yf tON IN Iu1�.1NG. Ei1t C110N AN) }\' CLARY iNVtAllUrt 1110. illi$DESIGN Wt IH[St SYECItICA110N5. OR ANY WACING SEE NIB 91 YY IN SEE ]HIS DESIGN TC OL 7 .0 PSF DATE 09/19/94 r AIt lAll IU Hu110 I'* IH\/',S IN Ct"OHMANCt MIIH USIDO tiY H4' t11R AWIIIUNAt SI'lCIAL /YNNANENI #RACING w .f , IIAHr f(iNNll'illlly bll NAIL W 2061 6AIy Sit I1 1011 INC ASTM Ot11WNiN15 0uf]5 0IHIHWi5t IW)If.AIkO. I(M' BC DL 10 O PSF DRW USR132 9426250) Aub Wl U IACIPI AS N:1110 A1411 IAWAACIU1tS IU tACH tAIA (9 C1AM10 S1tAll tit IAIl11A11Y WIACtO#11H i4iOl'IH , BY: O(.0/•. •-• . • li. INI I':S ANU I,M I',:i 01"L:w I'.L IUl'Ali U ON HITS 01 ti1W, tU lIION IV AIIACI411 W Y.000 514AIHINU. HUIIUN LIA111U HC LL 0 .0 ( SV I f -'171011!, .1'1 IjIAMINI!. IlU 113 6 II.U11 Of!I IGN SI ANOAIIHS N111I PKII44IY AIIACI*O HIUIU ft 11 IND - !;tt (DT .LD. 37 .0 P5F 1 ..l - ,il lwl•'il 1'k.y I'JNI 0611 1 0,II-Atilt "-IOW IS IONS UI NO5 C IPI AN INGINIIH S ltl.AICAI UPUAlt l!/1/'sll t'WI%U,A!.ltU Ix /'10'11 .IRI UN lull INIANING Aust II> 10 Inl tow-,W Nl Ull'ICItU IIIIIL INIYMAII AW.ICAIION 11.AWIS11 A t.W'Y W nu3 DUR.FAC 1 . 25 'SII• IN_ I AN;1'_A . NUI 111 .111tO t I'CN IN A- 11111.1 MIM SIGN III 1111 ANIS%IHtCIION fOhl"Af 1011 I`1 - t'.1, plAll IN`Jllllll NY`N - 1.1-11 NA1111Nu aSIf,N ',if 1.11.11HN 1011.000 CON'i111' '110. 141 ACING 24 O (940991--r10USE ACCOUNT CHRIS OANSER) / T5 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT )LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ;HORD 2x4 SP M2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. -i0RO1 2x4 SP ill N MWFRS UPLIFT (LB): 370 370 WEBS 2x4 SP i3 BEARING LOC. (FT) : 0.00 29.71 SCA TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v I )MMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. .ENCLOSED OR FULLY OPEN BUILDINGw ru ; :• -,:GID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. PROPERLY ATTACHED TO THE BOTTOM CHORD. to IU ! Cn IU LP O OD i t k! I C5X5 f� C3X4 ! C5X5 '5X5 .-1 r� 5 p C2X4HS412 2X4 2.5 C3X5 (A1) 6X8 C3X4 C3XB(A1) �i 4X1 X4 �• 30' 15-0-0 15-0-0 1-6- 13-8-0 1 -_4 tt 15-0-0 16- 30' OVER 2 SUPPORTS R=1194* W=3N8 R=1194/ W=3M8 fYP - CLARY-V2 N - 7 Seq: 15 47 .2m SCALE = AB75 MMIMPORTANT*if CLARY 011ISIONOF uvINE :BUSSES REWIRE ESIRE-E CARE WARNING TC LL 20 .0 PSF REF R732--11604 Npl r MFyON$1BlE IlN IN NANOI.ING, fRECiION AND \ r(v`I A�t((��/ IAv1AlION IIWM 11-15 N%IGN OR Alit SPELItICAItOW. UH ANY BNACING SEE NI7 Yt By IPI. SEE MIS DESIGN TC OL 7 .0 PSF DATE 09/19/94 l.(_AR 1 r.1 "At TO N11110 LIN IBU1s IN CUNWMANCt rinl OSIBB OY IPI. IDIOT ADDITIONAL SPECIAL Pe MANt Nt OBACING IN , Cl Alit CONN:CIOHS AHI MAIN IM TOGA dA1V Seel 041,11W, ASTM JUIIUMINIS UNLESS 01111wlbf INUICAEt D. ICL• BC OL 10 .0 PSF DRW US14/32 9426250H AAAb GH 0 IAIIPI AS N01111 APPII CI..C I.1 10 1ACN IAti a 1'..Slid 1. Bt -Alt BAItY B11ALtD BI IN.1. •• '° .'• I' " nl�rs ANU IN-lb$ Ulu 111lj iULA1LU ON IVIS OtSIGN,. PUSII{UN LY AIIACI-tU KVNIOO 514AIIIING. BDIIUN oollU BC LL 0 .0 PSF BY, Ol 0,<, / UNht CIUHS Pt 11 I,NANIN(.�, I IU 11J A IFUA I 01 SI UN SI AMIAIA)S MALI PH011IwY AIIACI/0 MGM Clll ING � Stt T 37 .0 ] I,It ,,�1111wC51 I'k ry :'UNI Urir N!AI11-.AUII +'NUVIiIUN� 1>r NILS S IPI AN INLIMIH$ It VII-ILAI. N'OA It (1/1/VII ION li-ttIi1tU IQI .LD. 37 .0 PSE IA /'11'+1 ,1 Al JN 11•I'. IN+AkINI. A+I'111i IU ir11 I'-Iw'UMNi UtPlClfl/r4ll! IM/YMMI APP::LAI IUM IUINISN A CaIV W IVIS DUR.FAC. 1 . 25 11.111 IN SNI V Ah11 •-11AI hill 111 111/1111 11111. 11 ANY OI1AH MAY IMSIGN IU [III 11AI1$ tI4I:110N CINIHACIIN --- ----- 1111LN UYt-If II'All(W Lal YINNI l(vn IHULI LUN S{ ACING ?4 On • I+I - I+, 11 All IN11111t1 M`1 - 1'1.11 NAl11INA1 ) (94099.--HOUSE ACCOUNT CHRIS DANSER) / T6 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,_I,oOD 2x4 SP /2 Dense PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. -- " C-,oRD 2x4 SP Y2 N MWFRS UPLIFT (LB): 370 370 c AEHS 2x4 SP M3 BEARING LOC. (FT): 0.00 29.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v ;;,`VIDE FOR HORIZONTAL MOVEMENT OF 3/8' DUE TO LIVE LOAD 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ANI 114" DUE TO DEAD LOAD AT ONE SUPPORT. N RECOMMENDED CAMBER f/2" AT MIDSPAN BETWEEN BEARINGS. -=+_SS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. to f A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. e MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N tU i U1 { Q s tD i i t C5X5 I C3X4 3X4 I .—I I 5 p C2X4 C6X8 2X4 to C3XB (Af) C3X4 C3X4 C3XB (A1) �1 02.5 30' 15-0-0 15-0-0 1-6- 15-0-0 15-0-0 1-6- 30' I OVER 2 SUPPORTS R=11940 W=3"8 R=1194/ W=3"8 IYP - CLARY-V2 DESIGN CRIT TPI _ _ SCA: 1501 E$Rey 17.2m)(*IMPORTANTN* CLARY 01YISIONOF ALPINE WARNING1Mi5SF MQUIRE 1:Xid*1E CA14 TC LL 20 .0 PSF REF 8732--1 1605 LlSW)NSIOLI IBL IN /UttX.ING. ERECiI"N ANO CLARY A �/ UIv1AIJON IFOM uuS C45IGN UN u1t" SPEL'(i1CAIIUNS. fW ANr BRACING Stf HID 91 Ilr IN SEE THIS UESIGN TC DL 7 .0 PSF DATE 09/19/94 - CLAR 1 IAUt6u 10 nullU 114 IN CON1U11MANCt Ylul USIBB BY 16-1 tUH AMI11UNAl SPECIAL IYWIAIt NI UAACING Al l.tAlly Ca t('LWS u4 MAIN Of 20PA OMY SI/EI WEIING ASIN OUIRtMINIS. UNLESS OTHItHi115t INUICAItO. I/N• BC OL 10 .0 PSF DRW USW32 94262509 A44b Gll U trll l'I AS 4111111 APf'IY CIWNt Cl()HS IU tACH IACI l4 CIMWO SIMIt Bt IAlt HAI I WIALI I)MI lot 1N4WlH IOU'::. AW U t,,S U111114M1:1 (UL'AIIU ON IVIS IIthlL^ PUSI110N lr AIIACINU PtYMUUU SMAIMAK, UUIIt1M LINRIU HC LL 0 .0 PSF BY. 0( D. .•I (UNhI CIUHS 1'LH(AIAY INI.�; 110 110 1 IPU. 1 01511,11 51AM1.W11 .111.PII(Y'IRLY At IAC14U IIIG111 CII,1.. 511 .,t ":Il,wt•'�1 ('kwy C3NIIIIIM 4!41,`1 II.AUtI 1'HUY1510N51N Wli L 1111 AN tN1.INtIH S IIL1h1i 1 (A•IIAIt 1//1/111 ION SUI:u51tt) (or t D. 37 .0 PSF Al ON 11,1] 1N14111N1. A1v't IIS IU -t 1.0w1 Ail tNPI(:IIU 1464 IMIYMAI I 044ICAI IUN /UfWISH A CtWY W I1115 OU11.f AC 1 . 25 IN 1'411 AN.1 1 4111 Ot 11111114 1, N IN ANY 1111414 MAY IXNIGN IU 11t IH1,SS IWCIIUN CUNIHAt 11114 M _ ..A. P1: 1 -_ 111 - Ill,•,•. 1',All IN:.IIIU11 NUS - 1'641 NAIIIWAU INSII:N51'11'lllt'A1IIW IUN/YIIINII'i WSIN1N'.1IIIN `1)'Al.(N() P4 0" -409'11 HOUSE ACCOUNT CHRIS DANSER) / T7 30' SPECIAL GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. F-7777 2x4 SP 112 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. 2x4 SP N2 N MWFRS UPLIFT (LB): 200 320 106 PLf n 2x4 SP Y3 : W3 2x4 SP M2 N: BEARING LOC. (FT): 0.00 12.00 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v S DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU i GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 EXCEPT AS NOTED. /ENTS TO TRANSFER WINO LOADS TO THE CEILING AND ROOF f0 ;t RAMS. SEE DETAIL DRAWINGS 19216 0 0 1) AND 90870-10010) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Is MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ti CONTRACTORS WARNING: m TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SHIM ALL SUPPORTS TO SOLID BEARING. ti ;-ECIFTC LOCATIONS. PARTICULAR CARE IS ADVISED DURING In .5"A�LATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �- tU i i C i 1 C4X4 j C3X5 5X8 5 [7 m C3X4 r X 3X5 r to T i C2X6(01) `3X5 C5X12(01) C3X4 (D1) X4 T / / 3X5(01) - -84 �I �- 12112 -� 1710'4 15-0-0 C3X5 15-0-0 12-3-8 2-8-8 15-0-0 • 30' OVER 3 SUPPORTS R=399/ W=3"8 R=1182#1 W-3"8 i Ra61 PLF W-17'8"8 R SeAq: 1502 IVP. - CLARY-V2 FL/1/1/1/E/-/- _ 0.2500 f xxIMPORTANTxx CLARY ollftilNUfALPINE WARNING, ":sEs"EQUINEEXTREMECAx TC LL 20 .0 PSF REF R732--11608 S"Al 1 V l NOT EE "150 619.E EDW 1N NNOI.ING. EREC119N AEID A �/ tftV1AIION IIION It115/k 91 GN tRf I111SE S14CIEICAIIONS. ON ANY BRACING SEf Nle 91 or IPI. SEE I"Is UEsiGN TC OL 7 .0 PSF DATE 09/19/94 (l.(_ AA 1 IAILl"t TO IILIILI) 114 IIh ISS IN CllN1(YINANCL Milli US(yN NV fill fU"A110111UNAL WILCIu MAIWAMNI BRACING IY e LA9Y CONNIIIOILS A`+1 NUR Of 20GA I:AIV SIILI NEEIING ASIN UUIRENINIS tNAEIS 01ItMISE 1NOICAf10. TOP BC OL 10 .0 PSF ORW USR732 94262512 ARAN GH M tALt 1'I Al MI11 IT WIN [IINNI CIUIiS IU fAC11 fAl:t Of CIfIWU 51411 BE IAIINuIr tl11ALEU Willi 1'f1011E14 I14,1'- ANU LIN 1'6 UIIHHNI'A LUCAIIU UN 11111 UIti16N. Vo,l 1UN IV AlfACIIIU 1'I VNUUU SMAIHING. WIIUN LIIUMO BC LL 0 .0 PSF BYa o t"NNICIoliS 11 11U IlU L IGUA I o1,IC.N%IANt1AW1% 111 III PINR'tHIV AIIA(:I*U HIGIO CEII ING 11E TOT LD 37 .0 PSF 11 wC]1 1'w�Y 1'1111 L)HN .1 1 P,1L.A1111 '11(IV II10.' III hll] A li'I AN ING1N1111 •I IILIWII.AI IA'IIA11 (//1/1111 itNl lUG4/llt" ''] UN 1111;, { 'AwINL A11111] IU '..1 1'UIVLN+INI ULI'IC110'Ald iR4VWAL1 A14'LICAIION tLAW1:111 A LtR'r UI 1111:7 ANTI DUR FAC 1 . 25 X11 IM 1,. All "111 Ili 11t1 It It '{N IN ANY 0114 NAY IRSIGN l0 11R. AMISS 719C11(IN C(.1LIACI(W M v 1 1,1 I 111 - 1111•,, 1 I IN',111111t NII% - 111'11 NAIIHNAI U1%IGN`..f'I(ItIt.il("Tiff NMRlCLNyIINA'IIUN 15PACING ?4 O„ -,4G991--HOUSE ACCOUNT CHRIS DANSER) / T9 30' Special THIS ONG. PREPARED FROM COMPUTER INPUT [LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. :,iORD 2x4 SP 02 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. i cr+i1HD 2x4 SP N2 N MWFRS UPLIFT (LB): 200 320 250 c nE3 2x4 SP 113 BEARING LOC. (FT): 0.00 12.00 29.71 N M TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND si WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v UESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w 1 IU CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. � MiS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A' S't,_I-aTION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS TO SOLID BEARING. N D1 N (P t+ O t I I I z C5X12 j C2X4 1 ! C3X4 5 pC3X4 � C5X5 C5X5 2X4 2.5 C3X4 C3X4 (A1) C3X4 (AS) X4 C3X4 �- 12' 1"12 17' 10'4 -� 15-0-0 15-0-0 1-6- 12-3-8 -8- 15-0-0 1-6- 30' ) OVER 3 SUPPORTS R=501# W=3"8 R=1151# W=3"8 R=7361 W=3A8 - R SCALE 15023 ?yP CLARY-V2 7 XXIMPORTANTXX CLARY 0I111ilww -Pl- WARN INGI""ss`s"`°"1"` `tiNAMl ""` TC LL 20 .0 PSF REF R732--11606 1 S,.Alr NO of rllsVuwl&.E ON IN "ANGLING, FI*CI WN ANI] AA(n��/ INVLAIIUN ffQ0 ]tilt.Iuslr.N OR IItSt vktltlCAuONtl. W ANY WIACING s►l "If 91 By IPI sfe I".otslGN TC DL 7 .0 PSF DATE 09/19/94 (`IAA 1 rAll Urit IU NSI It 11 IIN hill•.`. IN CUMWMANCt Mlilr USitltl IIY 1411 tUll AIN)IIIUNAI %IICIA. IYIMAt(NI NItACING It _ :ZANY ('oNNli'IUN� ANI MAIN M OAt Of :ill.♦ l4il 51111 ottlING ASTUINLNIS UftISS 01141MISl IgU IICAlt . I(w BC DL 10 .0 PSF DRW U5RIJ2942ti25f0 A1•IN t.N 111A.:1)'I A:, N01111 AI'I'l l II1NwCIWti IU IAC111A1:1 Ut CIANIO NIIAII 11f IAIINAIIY WiACtU 111111I'/AA'IN BC LL 0 . 0 PSF BY OL D [1111,:: AM, liN11'.:: U1111N"I'J kilt Allll UN 11'1:. Uktilk,N Wl>IIIUN tY AIIALIAU PIVAWUU Sit AIMIM.. 111.1IIUN LtWiW t tifil l 1011,111N l—WINl.:. i00 I`1J l II,UA I 0-11A SIAMIAIAIS MI IN 1'N(N•tNI Y At IACIt/I MGM Ct II ING it l I OT [-D 37 .0 PSF .,. ...1 l,wi•,1 Pt,wy 1-�Nr llilM w/Ai 1'l II Alfll Pli1)VI110— UI NUS\ IP[ AN lNU1MIN'tl II CiN II AI U'UAlt 11/l/YIl fW uw"Iltu DUH U/ .J f AI UN 1.11;, lu1A"INL A."i 11', IU 1111 l.Jw'INA NI UII•I'Aill.NIA 1-4441 WMILAIlUN tOM1901 A CWY lA INI`J DUH.FAC 1 . 25 x..1.1 1N liW V ANN—Ak I hill lit N111111 UI'CN IN ANV 011N4 MAV IN]IGN 10 IIA I0411SS II4CIION CMI—i 1UN 1 II'1 - INI ,•. 11 AIt 1N`.Iliill NIS\ - 1'1`11 hAIIIINAI UItiII,N`.1'It 11 II'AlIl1N 11N1 MiNNI I-lNtltiIINN'1lllh [-JP AI I NG 14 0" CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Adcress—q,)-- 6 C 4 T- r s� Ll rieated Sauare Footage s, 35. -per sq ft Lfo '�a�ra g>/Shed (d $ per sq $ I &coo_ I aryportorcL ------ - rv -r) j @ sq f t $_per sq it TOTAL VALUATION : 0-0 i0:. I Valu ation 1st Remaining Value $LL. per thousand k or portion thereof TOTAL BUILDING FEE + 1/ 2 Filing Fee (1 ) Fireplaces @ $15 - 00 $ Z5-' 00 BUILDING PERMIT FEE WATER IMPACT FEE s— SEWER IMPACT FEE /� WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP 4R7 (0 31 RADON (HRS) .0050 SECT10N H PAVING ( 5-0/ HYDRAULIC SHARES CROSS CONNECTION (1231') SURCHARGE . 0050 OTHER GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_-_--- Flectric/New Electric/Temp_; SwimmingPool Septic Tank Well__-- ; Sign. Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF DE:;-:P1PTION /--_ 121cck 8„ 3rction R-_wt:.-- ILI j, ;us,d2.viulenI------..----- _.------------- ' 1q°5 • Building and zont 1 0 f .a :t:rrt Nay+ t OE3CRIPTION OF WORK it ��c:rcas�-1�-'--�^=e-1= Zl�l�nto-FLQO>D HAZARD r------------ irkuln , icc7 s__----_---_---nroa complete page 9. Brief OcTlrcriptl,on:__�-`__ S.-„�C,�_�:z•.�) �e5 Clado of Morkt (Nov/Ramodei/Addition)_-_� Gti!sO INFORMATION Typo of Conotructionl__w:_,,�__F_^: fl;, ng Proposed � �4 n. EstiR►ated Value w—USOI_-..-..—L. r1.—w—w--�r-w -----�---------••---- 1 xcrGtion• or orianCeS GrOntodl---,.-,Ll4t` eC T.wrwwr.Arwrrrrwrr •olid or F,�• I/J j�G� ------------------------------------------ Filled Ground/_--- �:=�___---boos s Si`�;5�- ----- OMNER SNFORMATtOM Hothod of "votings__�� Property Owners-,- .--w-=_C-;sev- ..--------------- Phone I Polling Addreoa---J.L{----+-- -=�--_-------w-------•------------ -_____ Zips -- L�-G`----- -- CONTRACTOR INFORMATION Contractors---- Mailing -----��=5 7=--r----^-------^--- Phone:_Z _ S Addrep/s..—.. —.--w--------------------- �► t�� a. z._t �t�.. Zipt_ .�-.—w w+— /�� r,�tExpiratio,�f License Nuaber/_ ll�J -0�- 1 q -------------------- Datel..--Z:%_ I 01IR96T CCRTIPT THAT I HATS MAD AND CRARIRCO THIS APPLICATION A110 91409 TN[ 5AMC 'rr is •r :t AN0 CORAMT. ALL PROVISION/ OF THe LAMS ANO OS03RANCtS GOVERN/NO THIS TTPE t.t• ren) CnRPLIC& V1T11. WNSTNSS OPSCM190 "609101 ON 011T. 1116 ORANTINU Or A PERMIT VOL'; N01 1;. ` •.r OIVt AUT00 ITV TO VI4LAT6 OR C46UCSL TNN ►AUVIS=ONS Or ANT FLIICRAL. 5TAT1~ ON Lc&:AI r ; _`,`�,! }/ .T• Rt6ULAT20813. D"DINANCES, OO LAWS IIl AMY NANNtR. INCLUVIN0 TMC GOvrohinn or rrn1.TR;, T14 r .'•�. /CRIORMANLC of CONSTRUCTION M TNft ranjacT. I UNUCN4TA100 TuAT TM[ I!i::UAMC9 Ur tnI : r .• : ' COUTINUCHT UPON TNS ASOVS INP'ORNATION SlINn TRUS ANO CONACCT ANO THAT TUC PLAMti Ar�D l 1f” r'; •. DATA,UAV9 e[[R 04 SHALL OS PROVIOEO As R[GUTAL•O. • ••S �, ! Ovner 5ignatury ......................... • ,' Controctor Signature__--��-'--•-� --- !sute_3�ZQf r/� Tet, fiftratt of Orcupancu (situ of Atlantic Near# -- Nloriba j5partment of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 12411 Group w•f came Type Construction s/f Fire District Atlantic Beach 3 O Tur a Oa s r ve est Owner of Building J. H. Pocopanni Address �ek9eiii to FT 32277 Buil i Address 920 Camelfta Street Locality By: DON C.FORD Building Official Date: l { POST IN A CONSPICUOUS PLACE DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ix ------ ---------7' ---- ----- ----------- ------ �3 7 � --------------- f-a----- ------- - -- --- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SIH,y LY, BUILDING INSPECTION DIVISION cc: FILE r: CITY OF > ctic earl - 9&UW4 800 SEMINOLE ROAD ------ -- ATLANTIC BEACH,FLORIDA 32233-5AW5 TELEPHONE(904)247-5800 FAX(904)247-SMS NOTICE TO: Water Department FROM: Building Department DATE: / -2& - 9-2 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, ` Building Department MAP SHOWING BOUNDARY SURVEY OF LOT 4 BLOCK 164 ACCORDING TO THE PLAT OF SECTEON " H " ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: J .H. POCOPANNI, JORGE A. SANTOS, JACQUELINE NAZARIO, PEOPLES FIRST COMMUNITY BANK AND ATTORNEYS' TITLE INSURANCE FUND, INC. . 1l� RFC'u Ui[Iling and Zk 4 LOT 3 LOT 3 BLOCK 165 BLOCK 164 1/2" 1/2#0 LB 3872 102.00' U8 3872 • 56, W• ��'4r• a d X 60.0' ...........20.4'.......... uw of LL- CONCRETE iCONCRETE V/ O 0 N FOUNDATION p SL fAC34C V = //. ¢O 13.2' o = (N.c v.o. oz 9) b ..........2D.3•.......... ,n Q CD 27.1' b 4,2' M 15.6' N • 1/2" 3E 102.00' 1/291 LB 3872 LO 3672 LOT 5 LOT 5 BLOCK 165 BLOCK 164 $ d N WEST 9th STREET 50' RIGHT OF WAY 20 10 0 20 SCALE IN FEET 1" - 20' N• C. :D• ' L i5 N T/ow EoOET�c I/�,Q i/cAG- oATu /929 J E Y p R s G 1. ANGLES SHOW FOR n+is GENERAL NOTES, SURVEY. ANGLES TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE THE MEETING! rropertyowner ' s 'Nam* Adaress . Telephone Lor J0 A Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned residential , includes an existing dwelling, and which is not presently owner-occupied) 1 . what changes are proposed to the above specified sit _ T kfz. PM U/��J.�Q.�P.�a T o hE AEAo;� )p 5L#A, M 4E 1)1py, fi V Ao )e W6. . � . what is the purpose of these proposed changes? TQ / W TYE§a6) A124)"T49 , find PkT)6 F6 A 1A6,#aft . s . Specify trees proposed for removal as follows: 'Free Count Species —Si zetDSH x HOT) —Condition a . will these trees be relocated on the same property? PO S. If not , will replacement trees be planted? �13 6 . Specify Rroposed replacement trees as follows: - Tree Count Species Sise(DBH x HOT) 1 Attacn site pian. (dote: All trees proposed for removal must be marked on site by F*d tape or flagging) . SECTION 8 - (All other Applicants) Property Zoning: - 2 . Submit the following: SITE PLAN/TREE SVRVIM indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/DBH of six Inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identity trees of special or unique characteristic i) Idenity trees within 10 feet of construction areas j) Show location and type at tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) Landscape maintenance pian (commercial only) o) Staging areas for equipment and material storage s . Al trees identified for removal must be marked on site by red fiagging or tape. SECTION C I agree to comply with the rules and practices established in chapter 23 Artici.e ii of the Code of Orainanees of Atlantic Beach. Ow ers S nature Date PITY Use. Q'NLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree conservation Board. w Tree Conservation Board Designee Date NOTE: "Tree Protection for guilders and Developers" is available at City ball or from the Division of Forestry, 8719 Neat Deaver Street, 2acksonville, FL 32220. (701.1434) i CITY OF ATLANTIC C BEAC11, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. �y _ _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. c vQ L4 ELECTRICAL FIRM: MAS ER ELECTRICIAN SIG ATURE :IQIDP{ NAME A�2!h'Z� -ADDRESS:at CG.M�\\meq S�' RFD �\ BOX BLDG.SIZE_�� _ Q �(iA- _BETWEEN: RES. OQ APT. ( ► COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW K! OLD I I REW. ( ) ADDITION ( ) TRAILER ( ► TEMP. ( ) SIGNS I ► __ _SO. FT. N SS A% SERVICE: NEW( ) INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE �� AMPS__I CJ0, COPPER 1 1 ALUM. ) SWITCH OR BREAKER ��O AMPS PFI_ 3 W '�,L UVOLT. RACEWAY EXIST.SERV.SIZE AMPS _ PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE -_ NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _�S CONCEALED _ OPEN _ TOTAL 0.30 AMPS. ------ 31.100 AMPS — SWITCHES INCANDESCENT ---_.------ .- FLUORESCENT&M.V. _ ---- -- _.__1,-------- -------- --- ��._ FIXES 0.100 AMPS. _ OVER APPLIANCES BELL TRANSF. AIR N.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT o-i OVER _ MOTORS H.P. VOLTAGE PNS NO. 1I1•P• VOLTAGE PHS MISCELLANEOUS W J - 0 MAP SHOWING BouNDAR 1 SURI/�� : LOT 4, BLOCK 164, SECTION "H" , ATLANTIC LEACH, AS RECORD I--,]) IN PLAT BOOK 18, PAGE, 34 OF '1'111' j CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 50 'Rir r/r�of—I'Y•c� voE(<<r3 3�g=> 50' Oo P•oE�� 3�92� P/•�E�<is/a48� 90° ��'• tClCadea -0 j.� • �'"-Etree'��e�r��a��c sic+��u°n4 � � A ` oo Q A A N o� 3/04 0611 � �t • NO BLDG. RESTRICTION LINE SHOWN ON PLAT, BUT THERE MAY BE - RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. * THIS PROPERTY LIES IN FLOOD ZONE moo oa/ "X" BY FLOOD MAPS REVISED 4/17/89 , o �o° COMMUNITY PANEL NO. 120075 0001. I). 'rI e' `off 3 � L/rE `oT A `o I s U L 171996 Yl Olt Building and Zoning z t z� 4EhAY CERTIFY TO: .�o.4r.�` � �"� ,�/QCQUEL//�/E•�r4Z.e��O 5A//�ps J GGGGG'''''�� `r..E UrCr /��,c-oP.c�S Fi.CsT G'Ai�?�•/ui�i7'y f3.en'K�' � MAP SNOWING BOUNDARY JF LOT 4, BLOCK 164, SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT B001< 18, PAG1.; OF 'I'llE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CQ Af o51- 1.4 sd •,e�y.yT-of-n%Q� �ovNo�2'%.eoN 50. 00 PipE 6f1 3�g2 l\ O 9 � I `I � of 3 l&4 l P G * NO BLDG. RESTRICTION LINE SHOWN ON PLAT, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. • THIS PROPERTY LIES IN FLOOD "LONE woe ,� 1 00 "X" BY FLOOD MAPS REVISED 4/17/89, Qoo COMMUNITY PANEL NO. 120075 0001 I). %••/RoN i ��PE(t3692� ✓ v�pE(3� z) � r Fl— .4 —A `p JUL 171996 Building and Zoning I HEREBY CERTIFY T0: </c�Rrer,4. 5<rNTos �� f � M�•(�NiT'Y�.eNK�. ,•dTrv,QNEYS' TiT<.r ii.is_ ,C'i�r•/i7 �.✓�-. s Y Bk.; 8379 F�q. 216..4 — 2165 THIS INSTRUMENT WAS PREPARED BY. Doc# 96133675 WILLIAM C. I'10 �R. filed & recorded ATTORNEY AT LAW OG/r?/7f, 599 ATLA14-pC BLVD. 02.6.22 I',.h1. F-IENRY V1. COOK ATLANTiv Br�1CN, FLJRiDA 32233 CLEM CIRCUIT 170U :T DUVAL COUNTY, Ft.. REC. $ 10.50 u7 N til [Space Above This Line for Recording Da � PERMIT NO. TAX FOLIO NO. 170971-1000 NOTICE OF COMWNCEMENT State of Florida a County of Duval a THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Street address,if available) Vacant Land — Camelia Street, Atlantic Beach, Florida 32233 LEGAL DESCRIPTION OF PROPERTY Lot 4, Block 164, SECTION "H", ATLANTIC BEACH, according to plat thereof recorded in Plat Book 18, Page 34, of the current public records of Duval County, Florida. 2. GENERAL DESCRIPTION OF IMPROVEMENT Construction of single family dwelling 3(a). NAME/ADDRESS OF OWNER 3(b). OWNER'S INTEREST IN PROPERTY i Jorge A. Santos Jacqueline Nazario Fee Simple 980 Camelia Street Atlantic Beach, Fl. 32233 3(c).NAME/ADDRES90F FEES IMPLETITLEHOLDEWtotherthanOwner) a. NAME t ADDRESS OF CONTRACTOR J.H. Pocopanni 3440 Turkey Oaks Drive West Jacksonville, Florida 32277 GREATLAND1995 GREATLANt7 ITEM 7107L1 (981 1).FLORIDA Page 1 of 2 pages ToDroerCalt 1.800530.9393 F9616-791 1131 (t/ Book 8379 Pn 2165 5(a). NAME/ADDRESS OF SURETY 6. NAME/ADDRESS OF LENDER PEOPLES FIRST COMMUNITY BANK 110 AlA North Ponte Vedra Beach, Fl. 32082 5(b). AMOUNT OF BOND 7. Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes are shown below: 7. NAME/ADDRESS 7. NAME/ADDRESS 8. In addition to himself, Owner designates the person B. NAME!ADDRESS OF PERSON TO RECEIVE COPY OF LIENOR'S NOTICE whose name and address appear in the box at the PEOPLES FIRST COMMUNITY BANK right to receive a copy of the Lienor's Notice as 110 AlA North provided in Section 713.13(1)(b),Florida Statutes. Ponte Vedra Beach, F1. 32082 9. Expiration of date of Notice of Commencement (the 9• EXPIRATION DATE expiration date is 1 year from the date of recording unless a different date is specified) is shown in box at right. a Signature of Owner X JO A. S NOTARIZATION STATE OF FLORIDA OACQUELAW NAZARIO COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 26th. day of June, 1996 by JORGE A. SANTOS and JACQUELINE NAZARIO who is personally known to me or who has produced N/A as identification. WILLIAM G.NOE,JR. Notary Public My Commission exp My MY COMMISSDN N CC 224276 EXPIRES August 22,19% Rf i 60NOEO THRU TROY FAIN INSURANCE,INC. (Seal) WHEN RECORDED RETURN TO: DRAFTED BY: WILLIAM G. NOE, JR. WILLIAM G. NOE, JR. , ESQ. 599 Atlantic Blvd. , Suite 6 ADDRESS,CITY,STATE Atlantic Beach, Florida 32233 599 Atlantic Blvd. , Suite 6 Atlantic Beach, Florida 32233 ©GREATLAND1995 GREATLANM ITEM 71071.2 (9511)-FLORIDA Page 2 of 2 pages Ta Order Call: 1.660.5308383 FGBIB-701.1131 A •, � B t DEPARTMENT OF"Bumme IDAW . s xCITY OF ATLANTIC �Bk PERMIT INFORMATIO , --,--- -- 'LOCATION INFORMATION Permit Neer: 12411 420,CAMELZA STREET Permit Type:BO I LD I NO ATLANTIC BB,AGB: FLORIDV 32233 , Class of Vf :N 1 .:�:� ��..��.. LZOAL DBSCRIPTION ` CoAstr, T YpeSWOOD FRAMs BlockiI64 Lot`: 4 p P odsd Use SNCL°B VAM'ILY _ Sai tic�a z p Euhd: 34 � p ` Owel Vines" 1 �' ubdivi;ai on t SECTION B Est. 0 tip, Imlrrov. Ccs o- p,31� .t�t� "Tota re 3,o2`?6. 9 A unt 3,ry`2'I6 Hof 1004i A APPLICATION FEEST IOB BLINB . a1; 1__. }pI4 I _ N1% I ' T FEE RAS OAS B,1 ,B.00 4 2D � DO r "1? 114 A r 40 T O 1�IVB.,NEST# SIM ' A t} pp " Fj4p 1 n 277 CROit CONNECTION 3 .OD fzll SVC QO CCRN- NOTES: r f +iJ MDTICE�--ALL CO NCR F�AND Ft '1"INGS MUST BE POURING R pt F v©ro c MONTHS AFTER L}AI F ISSUE wz x MATERIAL,RUBBISH ANDIB THIS K MUST � PL �, PUBLIC sP,�►cE,AND Mt � �>wr �P +tb HAULED AWAY EKY EITiiER"C�RA�TbR OR �' �. +f ¢4 f£ � '� THEVEC �t*,N "W CAN 'LRESULT IN e Wry, AYIN 'TWICE F 0, MUED REQ Tt3 APPROVED FLANS WHICH ARE PART OF THIS F��MIT A'ND SUBJECT TO REVOCATION FOR V "PPL4£ABLE"PRC?�l#B� ; 1f A ENT", 12 1 DiPARTI L=NT OF*BUIL.P 1 CI Y•6F ATLAN l 10 6 ACH ERNI T I NFORMATIC>+i LOCATION I NF ORMAT I ------ Permit _ .--- Permit Nu�iber: - 1241 . Addr�►ea�� 9211 CAMLLIA STRUT Permit 'TypeW.� R k ADDITIP11 ATLANTIC BRACH, PLOR"IIIA 32233 Glass of ��._,...�. .� ,: L$cAL ISI E3CRIPTTCN �----------- Constar. Ty'pe:WOOD FRA14E ' Block: t�c>t 4 TW�r: I+t Proposed Usel.SINGLE FAMILY So ti©n: 0 Subd 34 Rng fl List , Value: pt3B improv. Coat : 1,756.,00 Total Pe �30.00, Aimourit : 30.00 am lo PIMMIT11 *1241 l-,' TION APPLICATION F kS, Ad+ r p OULLINL I ; IT, ..�.,30"00f FLCR I DA Name: . ' AN I: 'A S T , .J S FLORIDA $2277 t .L ♦ :.,,,...„. r-y, ,-- ar,,. r - Nt�tT1+IrE^-�ALL CONCRET1�#�flfW"N©FOOTINGS MUS " PR 8,6PORE.POURING PERMIT VOID SIX MONTHS Af tI*R t 0.TE t F ISSUE BI .©Il C� T'I AIAL`RUBBISH A�Jt DEBRIS FROM THIS WORK MUST kd? BE PLACED IN PUBLIC SPACE,A�It7"MUST BE A�UP AND HAULED AWAY BY EITHER coNTRACToR OR OWNER a ` L R T C0MKY1 t'Tff TKE• CHANT ' ! .TEN LA 1N CAN REN ULT IN +E I T Y OVM PA, G TWICE � ��#� 13IL G IIUIP��3 / �' �� >*$UES ACCORDING TO APPROVED PLANS WHICH ARE PART 4F THIS PERMIT`AND SUBJECT'TQ REV pR VlIi�T pN OF APPUCABLE PROVISIONS OF LAW. ASf �. BEAH,EUtIt?Itt�i f:- CITY OF ATLANTIC BEACIm-11 FLORIDA 44 Approved by APPLICATION FAR ELECTRICAL PERMIT C 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. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATU E JOURNEYMAN NAMEADDRESS: 0 - CS��.�� • RFD—BOX— BLDG. FDBOXBLDG.SIZE -------,—,--BETWEEN: RES. ( ) APT. ( 1 comm. ( ) PUBLIC ( ) INDUS. ( I NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ) SIGNS ( ) —_---- SO. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( ) FEE _ CONDUCTOR SIZE -A- AMPS,- ® COPPER (_ 1 ALUM_._ SWITCH OR BREAKER U AMPS r PF{ W _ VOLTRACEWAY _ EXIST.SERV.SIZE AP.APS PH W VOLT _ RACEWAY _— FEEDERS NO. SIZE NO_` SIZE — I 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. OYER ::j APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT OVER MOTORS H.P. VOLTAGE PHS NO. II•P• VOLTAGE PHS MISCELLANEOUS -771 - - - - ._ .. i --------- CITY OF 641d - J �_ 1 1996 no S ATLANTICC BLO EACH,FRMAk 32233-5445 PROPERTY DESCRIPTION and �On;n� TELEPHONE("4)24x5M u ,n u'` a FAX(904)21?5M Lot # I Block #.L�SJQ��, ec ion # �t Subdivision: dLh A�"LAlIT/G IVAPlA Street NanIt)ADESCRIPTION OF WORK IY)1. or Address-V CIUR rSr ETr If in a FLOOD HAZARD Flood Zone:-X—area complete page 3 . Brief Description-Sib ME - 1p,�S1 Class of Work: (New/ Remodel/Addition: 4F-�)1 ZONING INFORMATION Ty p of ConstrucpptQ�i��n: Mb Zoning Proposed rin f&-Aa p District : Use: S L /h L Estimated Value $. 0404U6 Exceptions or Variances Materia1s:4ynU FiPRANF — T-JJJ 1&1)6- Granted: Solid or Filled Ground: �SnU Roof OWNER INFORMATION Method of Heating: Property Owner:J bLr— S/A/17o5--J R CO1)Ef_11?F.hb;Wk)b Phone: Mailing Address 111 .1 zip• r CONTRACTOR INFORMATION Contractor :-- H l oy'91w), Phone: x,61 - 293-5) 77 Mailing _ Address : 3 0 uap► _ Zip: m Expi License Number : PRL CM5F3 Datera+� I 5� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES , REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date � Contractor Signature, Date - � TRANSMITTAL DOCUMENT FOR JEA DATE: /-0 , DI-96 The following permits have passed "rough" inspection: Permit No. Address 7 as� Rns a kx=exxx=xXAxkue*sapixmxcafxxbtkex4)eaumL-ta. Please update your records accordingly. nk , ILDING CLERK CITY OF ATLANTIC BEACH /vcb 12749 DEPARTMENT OF BUWNG CITY OF ATLANTIC BEACH PERMIT INFORMATION -- ---_ ,LOCATION INFORMATION plormit Number. 12749 Add�reae: 9th CAMELIA STR, ET Permit -Type!MECHANICAL ATIANTIC BEACH' FLORIbAr 32233 Class of Work;NEW --------- LZ AL DESCRIPTION - . --- Canst r. Type:WOOD. `NAME . Block.164 Lot:4 Twp: 0 Pr posedUse:SINGLE FAMILY Section: Subd 34 Rng: 0 Owellink$. 1 Subdiv sion;SECTION R Est , Value: 0,00 Improv Cost : 0 .00 Total 10 47 .00 Amoun. 47 .00. � I4 » 'IO1 --- -IT .-- APPLICATION FEES ---_--_- Nam itBLI1 '` IT 47 .00 Add r, F 65 Smelt N R FORMAT I N me. TA, OR AT AND 'AI A L JACKSON PL 32,205 3 f a ' HOME---ALR CotCRETE ARM'S AND FQOTINGS Mt>S7'1 51 Cft POURING PERMIT VOID SIX MONTHS AFTER DATE oFissurz BUILDING MATERIAL,RU ISH AND DES IS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SMCE,AND MUST BE CLEARED UP ANI' HAULE€3 AWAY BY EITHER CONTRACTOR OR OWNER r � Y 'ITH THE MECHANIC, LISW LAW ` AN WC RESULT IN � ►'YING TWICE FC THE BUILDING IMPROVEMENTS" I ISSrUED ACC AD1t G TO APPROVE©PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION O' P APPLICABLEPROVISIONS OF LAW. ATLAWIC BEACHOU 1118 i By: " BUILDING AND ZONING INSPECTION DIYISION ' CITY OF ATLANTIC BEACH ATLANTIC eaACN,rLOR10..111» ' { . 4 APPLICATION FOR MECHANICAL PERMIT CALL IN NUMBER IMPORTANT--Applicant to complete eh items in sections(, 1 II, III, and IV. I I! LOCATION StreetMd..n: V-11 OF f" lehgecfing SlneAl f�N.aan==� And 1 wILDING x svbd:vrl:e. II. IDENTIFICATION—To be'completed by all applicants • In eons:de=alien•of pennif givsn for de'enq the wwI es described intha ebeva Hataroent we h..aby aq•ee toperformlaid rewows in acordann o'.p ` with the aftaetpd plans and specificafiont.+hick wo a part hereof and in accordance with the Cita of Jaclsonvillo wdicaacal and standards Tc: "of good.practica 1;10,j tb..ein, a+w Nanw d Mechanical Contractors • � t• `(,eabecfa►(►wins) } i aH. �✓ Muter �';-,�,�+�.,- , µ e.` Name of ,.^`" +._t. . he►aMy Owner r ,�•,m.,, • �eelvre of OwnerSignature of fhwInd Agent' f) / ',� th'-+'%.�/� Archiloet or Engineer 'M L; Ill. CEalRAI INFORMATION 'i�•• A' Type of boating fuel: B• _ It OTHER CONSTRUCTION OILING DONE ON 1•` I] votme THIS SUILOING OR SITE? ❑ 6n--p U I] Nstvrat ❑ Csntrel Utility 1 Ie YES,OtVIL NUMBER Of CONSTRUCTION 0 011 PERMIT O 046,—speelfy ((i IV.MICMANCAL IQUIPMINT TO II INSTALLED NATURE OF WORK kMelde complete fid of eem►easah ea bad 91this 10MI Rssldential or ❑ Commercial t t; iaf S'.. O Eesened bcewrel O Flow ❑ New Bullding Co tdltlening: D Reser OCe^I Jtil'. O Existing Building 1 }l. Duct System:L, Metsrlel Tbkke�ela„ ❑ Replacement of existing system Matimem apechy T�� Milk. ❑ New Installation(No system previously Instilled) j O Refrigennen G Extonslon or add-on to existing system ,`�•� U Other—Specify O•Coding tower:Capacityg'h•^k r� (� 14M I" ant Number M beast• •• Q EWator (3 M.n1iR D .Esulatec (aamM►) THIS MACE FOR OFFICE USE ONLY C).:6awpne Pumps (^amber) (I,..lrgdl t`' h. Team (^wrr�rl ILemal4t L� ❑ I►6 s#11faIMf?. Icamber) vaRnd"Uwe verset o Q MiMn 0 ►ennif Alepto»d by Dels 13 OMar Specify Pennh F*46 t\. Ji " Wffr ALL EQUIPMENT i>f• +AOL CONMONM AND REFRIGERATION EQUIPMENT p' ITmnber vdh LlaserfDLbd iR Number IEanutFlettitrr . �. k IlBA11Na=PURNACES.!OILERS,PIRRPLACEE iFer vdtl rbar taewrer a t'C vv Z41— P ApS+re►ls� t4C�' I ry TANU f ISOs►Bury bL xbEsat mer No. +' AP rlr j yi�2..+.'+.. •.......,.................•.......�................._. ...... ' ................'....•.... CITY OF - N2 19917 ATLANTIC BEACH FLORIDA 19-- NAME- ADDRESS AME ADDRESS �! CITY r � CAi PAID SEF' 2 5 1996 CITY OF ATLANTIC BCH. $165.35 UN Date: 9/25/96 61 R eipt: 600.0772 -C When Signed, bated and Numbered, This Becomes an y t MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER a _ 1 DATE: A)------------- -� PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ,J ----------------- ------� ------------------------------------------------- ---- -------------------------------------------------- --- ___ _------------------------------------------------ ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SI.NCE�ZELY J BUILDING INSPECTION DIVISION cc: FILE : 12P8R-fit 3 t" PAM1iENT OF Btn]l MNG CITY OF ATLANTIC BEACH PERK I TI Nf OPkAT I ON - LOCATION I NFOR AT I ON ---- __- Permit Number: 12330 Address: 920 cAMZLIA STREET Permit Type::FOUNDATION ONLY ATLANTIC BSA{CH, FLORIDA 32233 Class of Wrork:NEWI.Rt AL `z �S RIPTION -- ------- Constr. Type.'NOD FRAMS B l ook t 6 Lat': 4 Twp: 4 Proposed Use:SINOLE FAMILY S*ction. Q Subd: 34 Rnq*- 0 Dwellings : I. Subdi.visi.©n:SECTION H Est . Value: 0100 Improv. Cost : 0.00 ota -Fe Amount; 25 1,00 Va -�I APPLICATION IHSS ,,----_-_4 Na ', UhINF PC"T 25.00 8 FLORIDA11W il4c R RMAT I Name: J. AN ST ft AC11 SO1 FLI,,DA 32277 ,I r 1 S , NOME--Af;.i.COWNEM FOS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VO4 D SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL RUBBISH"At+i0 DEMIS FROM THIS WORK MUSTPOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY, EITHER CONTRACTOR OR OWNER � + f11iY " •t �" 1` !"R is#4�r��7 1�. rt. �if +f'A#7 t t ►Yir j : THE P 0" I 01,0*0� �E BUILDING" atn f ` ACCOPONG TO APPRO.VtPILANS WHICH ARE PART OF THIS PERMIT k OIy A'PLICA R ABLE I � � Ull'tIC BEACH BUILDING00 p�b'� - `gip"•: D r y7ll'JCA'R S r �-NT OF>WL NG i 'CITY OF ATLANTIC BEACH 1 PERMIT -INFORMATION -- -�-= LOCA'T I O INFORMATION ,... Permit Number: 12370 Address: 926 CAMELIA STREET Permit, TyI�e:PLUMBINGI ATLANTIC BEACH, J'LORIDA .32,233 Class o °NorI ;NEi _----�---- �EOAL DESCRIPTION Constr . Tpp .WOOS FkAME �BIQCk»16 L t Twp: Proposal Use»SINGLE 'FAMILY Se6tion» 0 Subd.34 Rng t? Dwellings: l.x Subdivisicn»SECTION H w Improv. Cost : 0 .00 Total IQ`s s : 50 .00 ^A bt2Tlt. 50 .0 t # INO IN 'N W SOME � a ..1.0 TION APPLICATION FE2 " + 0aa�it: OrIT 50.00 Add 2 �'LOI�tII7A► Y " r Play ' s RFORMAT I . :.. Name _CL SIIM NCS OIC` INC. Ii JASON IFLORIDA '32207 Lac• + ' rot r ;T 4 . NE�TES. HOME--AU: NCI E`TE ANDff?DTINGS MUST 3II:WSPEI""E©SEI-cmE Pt oma PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE r t BUILDING Nta MATERIAL, BRIS# ,ASR. DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE k CLEARED UP AND HAULER AWAY f,,RY EITHER CONTRACTOKOR OWNER AIL A' UT ' Y WITH THE MECHANIC'S �.E L.A W +� IV 1�- ULT 1N E P# PEON E ,PAIN T' '10E FORTHE IN Il1A�t�YE ElVT�" OA1'F ISSN ACCMR NG TO APPt V`EI3 PLANS WHICH ARE PART OFTMIS PERMIT'AN �� ATION Off'" I C I'I I APPLICABLE PROVISIONS OF LAVA. 32'c1III ATLANTIC BEACH BUILDING C PARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 2 nf1t_- , OWNER OF PROPERTY: ,60,,yK �6,�aAll r PLUMBING CONTRACTOR: ceG- 9S/ G CONTRACTOR'S ADDRESS: CE o? �j/�j2 f�,t, L, -� U STATE LICENSE NUMBER: C 1''C'c`� �U� TELEPHONE: 7 HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED k-SINKS SHOWERS LAVATORIES l WATER HEATERS _BATH TUBS C DISHWASHERS URINALS DISPOSALS _CLOSETS _WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES:-/,") X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ,_-, r ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 4- CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address v C M z r Date Heated Square Footage tor @ $ _per sq it 6 Garage/Shed 41100_@ $ per sq it = $ -7) o o Carport/Porch (a 6 Q (3.00 per sq it = Deck CJ @ $ per sq ft = Patio so -@ $ per sq ft = 2- TOTAL VALUATION : $50 ,5-( C-0 Total' Valuation 1st_$ SV,bc- L) -- Remaining Value $ 4X per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $:= Fireplaces @ $15 . 00 $ 0C) BUILDING PERMIT FEE $ WATER IMPACT FEE $— SEWER IMPACT FEE $--ZeJ-0-0d — WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP (/Off) RADON (HRS) . 0050 SECTION H PAVING $ HYDRAULIC SHARES $-- 0- CROSS CONNECTION $ 3S-.0 (toga) SURCHARGE . 0050 $ C, OTHER GRAND TOTAL DUE y 3 Z-7 (- 5 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing-- Electric/New Electric/Temp___.; Swimmingpool — Septic Tank Well________; Sign-___Finish Floor Elevation Survey other CALCULATIONS and/or NOTES: CITY OF N° 1 9 5 9 8 ATLANTIC BEACH FLORIDA G d �-- 1916— NAME— 9 16-NAME �-��'� 1 c PkQ rrl AIr06— ADDRESS 44e--) 4 S e g,4)a CITY /l C--KS c� v LLE 3 '� 007 oar $15.00 74 Date: 8/12/96 01 Rpt: 0078647 CHECKS 2066 0€11E;i?i00;c310�.�0 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @ S '-Ca per sq ft = $ ( 7 3 �•�_ Garage/Shed _@ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio _@ $-_.____... per sq ft = $ - TOTAL VALUATION : S _ Total Valuation lst $�d Remaining Value $< --,per thousand off` portion thereof TOTAL BUILDING FEE $ 2 0 -© + 1/2 Filing Fee $+__/ O C?t ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE S WATER METER/TAP S CAPITAL IMPROVEMENT SEWER TAP S ( ) RADON (HRS) . 0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES CROSS CONNECTION ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign_ Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF 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 HERESY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY i BATH (8) TUE OR SHOWER STALL (6) J WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) —1—KITCM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET 6 DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) s SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS 20--5 $20.00 EACH 3 Z-//Q ,0 JOB INFORMATION_ '�2 U 04 Cc s FLOODPLAZU DEVELOPMENT INFORMATIOU Type of Developments Sln� F AMILf Inzybrief r..wr---w-r-_- rr_ww--rwrw_rwrii.rr-rrrrrw.��... Flood Zones-1------------------- Required Lowest Floor Zf building is located within w flood hazard zone, a survey •uut be 4ade AFTER THE SLAB NAS BEEN POURED, certifying that the LOWEST FLOOR BLEVATZON 1s equal to or above the brae floors *lavation established tar that atone. No final inspection will be wade and no certificate of occupancy will be Issued until the survey 1s on Zile with the Suildino Department. COMMENTS: Applicant Acknowiwdyewenta I understand that the issuance of this permit, 10 Contlagent upon the above information being correct and that the plane and Supporting rata have been or shall be provided as roquired. t *grow to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed dev*lopmont. 1 Date__ __' _ ==_rAppliaapt•■ Signal r 1_ iV_ ----------------w--r-w-------r --------- Department Use Required Lowest Floor 1C2ev*tion ---------------- As ----err-r_rr- As Built Lowest Floor ilevatioa ----------------- Survey rwr---- -Survey Filed with Building Department --__-r_r__.. � ..�_�r_..rwrwrwrrirr_rrw_s Building Department Representativo peon 3 i r WIC! EACALCULATIONS CLIMATE ZONES 1 2 3 BASE BASE SINGLE-PANE DOUBLE-PANE WINTER I AS-BUILT GLASS WINTER WINTER GLASS x WINTER-POINT MULT. OR R POINT MOLT. x OVERHANG= GLASS AREA PT.MULT. POINTS AREA CLEAR TINT' CLEA TINT' ACTOR(6A-10 SUM- N I 3b -10.6 N b 13.8 13.6 8.1 NE -10.6 NE 10.7 10.5 4.6 1 6.0 E -10.6 + E h -3.8 -3.6 9. -5.7 ' SE -10.6 SE -18.1 -17.5 -22 -17.3 S -10.6 S7 -24.0 -23.0 8 4 -22.3 SW -10.6 SW -18.1 -17.5 22. -17.3 W -10.6 , W I N -3.8 -3.6 9. -5.7 NW -10.6 NW 10.7 10.5 6 6.0 U) H' -10.6 H' -67.6 -59.1 -57.7 -45.0 QN IF IF v J C7 COND TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR = GLASS = ADJUST. x GLASS = GLASS I GLASS ARLk ARA FACTOR BT,0,TA4 BASE WP I SUBT TAL .15 COMPONENT BASE WINTER BASE COMPONENT WINTER BASE DESCRIPTION AREA x POINT.MULT. = WINTER DESCRIPTION AREA x POINT.MULT. = WINTER POINTS 6A-11 TH U 6A-15 POINTS EXTERIOR2.2 a ADJACENT 3.6 3 ♦ ♦ cc EXTERIOR 12.3 o ADJACENT 11.5 0 UNDER ATTIC 1 1161 1 1.2 OR SINGLE 1.2 w ASSEMBLY 1.2 v BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING,AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. ♦ V. SLAB PERIMETER 8.9 c RAISED AREA .96 J LL FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE, Vv INFILTRATION 7.4 , USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE WINTER POINTS 1 7,1050113/ 1 1 TOTAL COMPONENT BASE WINTER POINTS 1 v v BASE HEATING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING SYSTEM x WINTER - HEATING AS-BUILT x DM x HSM x HCM - HEATING SYSTEM MULTIPLIER POINTS POINTS SUM.PTS.77 6A-16 6A-17 6A-18 POINTS .55 5 , ' 0 .271 ,Q ' l v IF BASE BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT AS-BUILT a COOLING HEATING x HOT WATER = BASE COOLING x HEATING x HOT WATER = HOT WATER c POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS ~ F m2 From P. Ent o . 1 o From Enter on P.1 H=HORIZONTAL GLASS(SKYLIGHTS) 'FOR GLASS WITH KNOWN SHADING COEFFICIENT,SEE SECTION 1.1 APPENDIX C.TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS,FILM,OR TINT. -4- WINTER POINT MULTIPLIERS (WPM) CLIMATE ZONES--4r 3 6A-10 WINTER OVERHANG FACTORS WOF OH RATIO .00-.11 .12-.17 .18-.26 .27-.35 .36-.46 .47-.57 1 .58-70 .71-.83 1 .84-1.18 1.19-1.72 1.73-2.73 2.74+ SINGLE PANE GLASS N 1.00 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.00 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.00 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 >- SE/SW 1.00 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 S 1.00 .95 .92 .84 .74 .60 .46 .29 .13 -.24 -.54 -.67 w o DOUBLE PANE GLASS N N 1.00 1.09 1.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NE/NW 1.00 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 EMI 1.00 .85 .77 .62 .62 .28 .12 -.05 -.24 -.59 -.96 -1.29 SE/SW 1.00 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 S 1.00 .96 .94 .87 .78 .67 .55 .41 .27 -.04 -.29 -.40 OH LENGTH* 0 ft. 1 ft. 11/2 ft. 2 ft. 3 ft. 31/2ft. 4%ft. 1 5'/z ft. 61/2ft. 91/2ft. 14 ft. 20 ft.+ *TO SELECT BY OVERHANG LENGTH,NO PART OF GLASS SHALL BE MORE THAN 8 FT.BELOW THE OVERHANG. 6A-11 WALL WINTER POINT MULTIPLIERS WPM FRAME CONCRETE BLOCK' FACE BRICK LOG INT.INSULATION EXT.INSUL R-VALUE WOOD FR WOOD STEEL NORMAL WT. NOR.WT. 0-6.9 12.6 6 INCH R-VALUE EXT ADJ EXT ADJ R-VALUE EXT ADJ EXT 7-10.9 4.2 R-VALUE EXT 0-6.9 11.1 10.4 15.1 13.1 0-2.9 11.2 6.8 11.2 11.18.9 3.5 0-2.9 4.5 7-10.9 4.4 4.4 7.3 6.6 3-4.9 7.3 5.1 5.6 19-25.9 2.2 3-6.9 2.8 11-12.9 3.7 3.6 5.7 5.2 5-6.9 5.7 4.2 4.3 26&Up 1.4 7&Up 2.1 13-18.9 3.4 3.3 5.2 4.9 7-10.9 4.6 3.5 3.3 R-VALUE BLOCK 81 CH 19-25.9 2.2 2.2 4.6 4.4 11-18.9 3.0 2.6 2.2 0-2.9 7.9 R-VALUE EXT 26&Up 1 1.5 1.5 2.7 2.0 19-25.9 1.9 1.7 3-6.9 5.7 0-2.9 3.0 26&Up 1.3 1.2 7-9.9 3.8 3-6.9 2.2 6A-12 DOOR WINTER POINT MULTIPLIERSWPM) 6A-13 CEILING WINTER POINT MULTIPLIERS WPM DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOFING R-VALUE WPM R-VALUE WPM CEILING TYPE WOOD 12.3 11.5 19-219 2.0 10-10.9 3.2 R-VALUE DROPPED EXPOSED 122-25.9 1.7 11.12.9 2.9 10-13.9 2.9 3.3 INSULATED 8.4 8.0 26-29.9 1.4 13-18.9 2.6 14.20.9 2.0 2.1 30.37.9 1.2 19-25.9 2.0 21&Up 1.3 1.3 38&U .9 26-29.9 1.3 6A-14 FLOOR WINTER POINT MULTIPLIERS WPM SLAB-0N-GRADE RAISED RAISED WOOD2 EDGE INSULATION CONCRETE POST OR PIER STEM WALL w/UNDER ADJACENT CONSTRUCTION FLOOR INSULATION R-VALUE WPM R-VALUE WPM R-VALUE WPM WPM WPM 0-2.9 18.8 0-2.9 9.9 0-6.9 13.4 N/A 10.4 3-4.9 9.3 3-4.9 5.1 7-10.9 4.1 1.6 4.4 5.6.9 7.6 5-6.9 3.6 1118.9 2.9 1.2 3.6 6A-15 INFILTRATION WINTER POINT MULTIPLIERS(WPM) 6A-16 DUCT MULTIPLIERS(OM INFILTRATION PRACTICE WPM RETURN DUCTS RETURN DUCTS SEE TABLE 9P R-VALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE PRACTICE#1 10.9 SUPPLY DUCTS IN 4.2.5.9 1.14 1.10 PRACTICE#2 7.4 UNCONDITIONED SPACE 6.0.6.6 1.10 1.07 PRACTICE#3 6.7&UD 1.09 1.06 SUPPLY DUCTS IN 4.2-5.9 1.14 1.10 ONDITIONED SPACE' 6.0-6.6 1.10 1.07 6A-17 HEATING SYSTEM MULTIPLIERS HSM SYSTEM TYPE HEATING SYSTEM MULTIPLIERS HSM Central Heat HSPF 6.40.6.79 6.80-6.89 6.90-7.39 7.40-7.89 7.90-8.39 8.40-8.89 8.9-9.39 9.4.9.89 Pump Units HSM .53 .50 .49 .46 .43 .41 .38 .36 HSPF 9.90-10.39 10.40-10.89 10.90.11.39 11.40-11.89 11.90.12.39 HSM .34 .33 .31 .30 .29 .28 PTHP COP 2.50-2.69 2.70-2.89 2.90-3.09 3.10-3.29 3.30-3.49 3.50-3.69 3.70.3.89 3.90-4.19 HSM 38 .37 .34 .32 .30 .29 .27 .26 Electric Strip 1,0 Gas&Other Fuels 1.0 See Table 6A-18 for Credit Multiplier) MINIMUMS:CENTRAL UNITS-AIR SOURCE SPLIT SYSTEM 6.8 HSPF,SINGLE PKG.6.6 HSPF,WATER SOURCE 3.8 COP,GROUND WATER SOURCE 3.4 COP,PTHP 2.5-2.7 COP. I FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOODASSEMBLIES SEE SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION. 5 SUMMER CALCULATIONS CLIMATE20RE'3 2 3 GLASS BASE BASE GLASS SINGLE-PANE OR DOUBLE-PANE SUMMER AS-BUILT AREA x SUMMER = SUMMER AREA x SUMMER-POINT MULT, R POINT MULT. x OVERHANG= GLASS PT.MULT. POINTS CLEAR TINT CLEA TINT FACTOR(6A-1) SUM.PTS N 5 65.8 N 40.7 41.5 38.3 34.9 , NE 65.8 NE 61.5 61.6 57.7 51.0 E 65.8 E 84.9 83.9 79.7 68.9 SE 65.8 SE 85.4 84.3 79.1 68.8 S 65.8 S 73.2 72.7 66.2 58.2 SW 65.8 SW 85.4 84.3 79.1 68.8 W 65.8 lvb W 19 84.9 83.9 79.7 68.9 , NW 65.8 NW 61.5 61.6 57.7 51.0 H' 65.8 H' 290.2 250.1 267.0 195.3 5 COND TOTAL BASE BASE ADJUSTED LAS-BUILT,15 x FLOOR _ GLASS = ADJUST. x GLASS GLASS AREA AREA FACTOR SUBT TA BASE SP .151 157 - , ♦ COMPONENT BASE SUMMER BASE COMPONENT SUMMER BASE DESCRIPTION AREA x POINT.MULT. = SUMMER DESCRIPTION AREA x POINT.MULT. = SUMMER PITS 6A-2 TIjRU 6A-6 POINTS EXTERIOR .9 a ADJACENT .7 3 ¢ EXTERIOR 6.1 C ADJACENT 2.4 UNDER ATTIC- .6 1 jy , j OR SINGLE .617 ASSEMBLY .6 BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING,AS•BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. SLAB PERIMETER -37.0 c RAISED AREA -3.99 J LL FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTRATION 8.0 USE TOTAL FLOOR AREA OF CONDII'ION5D SPAM. TOTAL CQMPONENT BASE SUMMER POINTS r TOTAL COMPONENT BASE SUMMER POINTS I I♦ COOLING BASE COOLING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT SYSTEM SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING MULTIPLIER POINTS POINTS SUM.PTS. 1 0-7 0-8 0-19 POINTS .37 . 3z 1a HOT NUMBER BASE BASE AS-BUILT I NUMBER I AS-BUILT I AS-BUILT AS-BUILT WATER OF x HOT WATER = HOT WATER HOT WATER x OF x HWM x HCM = HOT WATER SYSTEM BEDROOMS MULTIPLIER POINTS SYSTEM DESC. I BEDROOMS *6A-9 6A-20 POINTS 3803ji, go H=HORIZONTAL GLASS(SKYLIGHTS) 'FOR GLASS WITH KNOWN SHADING COEFFICIENT,SEE SECTION 1.1 APPENDIX C.TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS,FILM,OR TINT. .2- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- - — - — - — - — - — - — - — - — - — - — - — 1 I I /6 I I 2 47 VEI ion I I � 9/ '—` IVfEfl 8.0 1 I I i 4 6 5 4 3 I w 6 .. i (164 CAPELIA SAF e IT94IAHI Is AM IMPr — — — — — — -- — — — — — -- — - — — — — — _ .cam i ;'1 r d I._ "s y rn