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Permit 751 Camelia St e ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING �� ? SLAB / a 1-7 FRAMING �J COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # / S--5-60 INSPE'CT_ONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES : Tertiftrate of Mrrupanq (situ of Atlantic Netto! — floridn 19parttant of +Nuilbing 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. 15428 Group w•frame Type Construction sf Fire District Atlantic Beach Robert A. Isaac and 21 Spin riot Lane Owner of Building �e� A, Lear Address ire�z ewe-eh, FL 32266 Build' Address 751 Camelia Street Locality_Atlantic Beach, FL 32233 By: DON C FIORD wilding Official Date: POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 1/5/98 Building Contractor: Isaac Homes, Inc. Building Permit Number: 15428 Address : 751 Camelia Street Legal Description: Lot 6, Block 149, Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: 8.9 12.0 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 1/5/98 2/5/98 JD Planning Building '1/5/98 -7k ( `� FLOODPLAIN DEVELOPMENT INFORMATION Location:: L..oT (o EQCK 14q CAMEuA SER€Er Type of Development: Flood Zone: Required Lowest Floor Elevation: if building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Q 9 ICJ? Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative i, i MAP SNOWING SURVEY OF LOT 6, BLOCK 149, SECTION "H", ATLANTIC BEACH AS RECORDED IN MAP BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 4 t I r ' f L LOT 5 OT 5 (N 88"58'49" E 102.04' FIELD) FOUND 1/2' > RON 1 /2' N 89'02'00" E 102,00' IRON PIPE F IRON PIPE L.6. No. 1048 { L.B. No. 1048 - C3� to—Z t O Z `c j Q 24.8' 49.1' O ° 0 T- it w --1 r, O0 0 '01 u Ln LOT 6 O • 5.0' 4,0 1 STORY STUCCO � C" m RESIDENCE No. 751 © .. I' D Q O CONCRETE CD . " DRIVE ^' w I U4 •N 0 I rn D � �► 442' m t MrI r" 24.3" ❑ A/C I � Q Q PAD q 1 ' , FOUND 3/8' t TRESAR S 894'02'00" W 102.00 `R"PIPE2 L.B. No 5050 r, L.B. No. 3848 cn (S 89°02'00 W 101 97 FIELD) (J) o -� LOT 1 LOT 1 -' � BLOCK 1 33 BLOCK 132 m CJO I O NOTES: - THIS IS A BOUNDARY SURVEY. - BEARINGS BASED ON THE SOUTHERLY LINE h) O OF LOT 6, BLOCK 149 AS PER PLAT. o W o -- NO BUILDING RESTRICTION LINE AS PER PLAT. a rn r Q t WEST 6th STREET RECEIVED FEB S 1998 City of Atlantic Beach THE PROPERTY SHOWN HEREON APPEARS Building and Zoning TO LIE IN FLOOD ZONE "X" (AREA OUT PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : -- ----------�--C ---------------------- ----------------- ------------------------------- ------ ------------------------------------------------- ----------------------------------- ------ ---------------- -----------------=--------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE CITY OF �tu Fead - 57&u'd4 800 SEMINOLE ROAD - _-------- - --- -- -- ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904) 247--5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address -L�- Sincerely, r .�-AzI ,�,� Building Department TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address �55 L-G CC�iYLC `Cc `- esc:��Y:cu�s< �x�� c.rsc� sc�a}�ex Please update your records accordingly. T ak y UILDI �' NG CLERK CITY OF ATLANTIC BEACH /vcb TREE CONSERVATION BOARD Minutes of meeting of June 2 , 1997 The Board held its regular meeting on Monday, June 2 , in the Conference Room of City Hall . Present were: Hope Van Nortwick, Chairperson Mae Jones Rick Beaver Rick Bell Staff : Carl Walker, Board Coordinator Chairperson Hope Van Nortwick called the meeting to order at 7 : 30 PM. The only application for consideration was for pro- perty described as Lot # 6 , Block # 149 , Section H. Robert Isaac, the owner/developer, introduced himself to the Board. The Board members complimented the applicant on the proper marking of the trees, on site, as well as the preparation of the tree survey. Mr. Issac verified the DBH size of 2 oaks in the north rear of the lot . He also explained that the trees at the front require removal due to the 2 . 8 'elevation change . Discussion followed between the Board and the applicant on saving 2-6" DBH oaks in the front of the lot , and a 8" DBH oak at the corner. By preserving these trees, the mitigation require- ments will be considerably reduced. Also, a 4" DBH oak on the north side of the lot could be saved as mitigation. Mr. Isaac was agreeable to altering the plans in order to save the trees noted above and the changes were so marked on the original survey. Hope Van Nortwick explained the process should it became necessary to remove any of these trees as a result of construction. Rick Beaver moved to accept the application, with adjustments that the 4" DBH oak on the north side of the lot, the 2 - 6" DBH oaks at the front of the lot, and the 8" DBH oak at the front corner, will not be removed, and that one 4" DBH oak be replanted, at a location of the owners ' discretion, on site. Rick Bell seconded and the motion passed unanimously. Mae Jones announced that she and Herschel Shepard will meet with the Beaches Historical Society on Thursday, June 5 . She will report the results at the next regular meeting. ' RECEIVE15=-F6, - �� OCA 1 1997 800 MUNOLE ROAD PROPERTY DESCRIPTIONCity of Atlantic BeachATLANTiC BEACH,FLORMA 32233-SW TELEPHONE("d)W-300 0 Building and Zoning FAX(yam YMSM Lot # to Block # 14q , Section #9 Subdivision: r4r9-AtimC SrAtM WEST Street Name 'L.T6 -JS( DESCRIPTION OF WORK or Address :&. 119 CAMtt IA S,MF - If in a FLOOD HAZARD Flood Zone:.Y area complete page 3 . Brief Description &1tjGLF - FAMit`y Class of Work: (New/ Remodel/Addition: (SEW ZONING INFORMATION Type of Construction: FRAME (Woob) Zoning Proposed District : -1A Use: SING£-jAMIW Estimated Value $ S15 6M. Exceptions or Variances Materials :---IJ 60 o HZA- E Granted• N/A Solid or Filled Ground•• Roof : ' , 'S OWNER INFORMATION Methodof Heating: E u Property Owner:_&BERT A :�5AAC 4-CJEW (4 LFpau Phone: 46q 24a-'jll�3 Mailing _ Address QA0 SPillrAiF•r LANE NEpTLhJ E 3 E AC N. FL (a zip: 32-Z410 CONTRACTOR INFORMATION Contractor :- -T-SAA0- PnMES_ �� -Phone:-909 2144443 Mailing -70e-Z124 "OSILE Address : - 2,1Q spir4o6frr L.6mE NEPT'bwE' ISEAcla. PL Zip: 3226G Expiration License Number :_LAC-022OO Date: 813148 _ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNCW 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 HEP.EIIN 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 CF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. i UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABavE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. . Owner Signature—/f;ka� Date 10Z1 -7 _ ,,, •,,,• patch Afl101 M tu1Y( 161 + n 2l t r e AT Date —_-- ' ,, ; August 27,2000 's•RG�Ca eot+oEo�+au�avcau+urs��4a�r,E,_ux. _ ; PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH i PermitType,. IECHANICAL ATLANTIC` BEACH f FLORIDA 32233 Class of Hgrk:N t ------- LZOAL DESCRIPTION Constr. 'T�rpe.WOOD P'R,AIME > la k: 149 Lit< 6 Twp:--------- �? Proposed Usk .aINt LE FAMILY 0 iubdv Rng: 0 Dwel'ling$ : 1 Subdivision-SECTION H Est . Values D_DD 'Improv. Cost : 0100 Total Fees: 43 .06 Amount Psi 43.00 44 ...5 4.ate �. Work I es � I L HEAT' AND AIR IN 1+1 HOMEY 11 R.1-5 .{.4 C :rY3"` piY A4lyd"1 Y 4TION ,��I*«1'1*, APP'LI,CATIOW `EES - --------- Name"""', '�� CEHE1 '� LEAS I'T 4 4 r Addy: LANE Phial _ FLORIDA 322 x„ , M � ' 111<41 wXt R 3 OST`14 Na Off" Addy.." . 4 ...AI' L .. * NEPTUNE A p r FLORIDA 32233 /�y L i y4.'. j� f V{tlYl ♦ ) 1 ul'e'<.,Mw`"a^°x 4. 4 y ewmww NOTES.' E f k NOTICE-INSPECTIONS MUST BE REQUESTED AT FEAST 94 HOURS.PRIOR TO INSPECTION i ` BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'BE PLACED IN PUBLIC SPACE,AND MUST BE f CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITH THE MECHANICS' LIEN ,LAW GAN RESULT'`IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS, e ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION R; k VIOLATION OF APPLICABLE PROVISIONS OF LAW. ..fA7TLANTfg4EACH BUILDING D PARTMENT set 21w$ 1,3r� .:.. ..... _,.,, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT - CA«:IN-NUMBER- IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Street Address:_7 ____� OF Intersecting Streets: Between _ And BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants In consideration of permit glen for doing the work as described in the abcve statement we hereby agree to perform said work in accordance wifh the attached plans and specifications which are a part hereof and in accordance with the Cily of Jacksonville ordinances and standards of good practice listed therein. Name ofM'chan;Cal Ms Contractors Contractor Print C� N Master omperl f Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATIO A' Type of heating fool: g• 15 OTHER CONSTRUCTION BEINC`QO�ES,ON Hectric THIS BUILDING OR SITE? �}( `. ❑ Gas—❑ LP ❑ Natural ❑ Central Utility 1F VES, GIVE HU�BER QF CONSTRUCTION ❑ Oil PERMIT CSI--EL ^Q- ❑ Other — Specify IV. MlCHANICAL EQUIPMENT TO it INSTALLED NATURE OF WORK I►rovide complete list of componenh on back of this form) A Residential or CJ Commercial Most ❑ Spece ❑ Rocessed * Central O Floor / New Building Air Conditioning: ❑ Room 4 Control F-111 Building l Dud System: Material� KZ D Thickness ,q s11 Replacement of existing system Maximum opacity �.2�� e.f.m. New Installation(No system previously installed) O Extension or add-on to existing system ❑ Refrigeration U Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fin sprinklers: Number of heeds ❑ Eltvefor ❑ Manliff ❑ Escalator {number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Ktetiwsl) Cl Tanks (number) Remarks ❑ LPG container (number) ❑ Unfirod pressure vosset ❑ Sollars Permit Approved by Dates ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT pachy ( Approving Number Un1ts+ Deacriptlon Model Number MaLnufacturer 'Ibns) c3e CITY OF ATLANTIC BEACH, FLORIDA App►owd by APPLICATION FOR ELECTRICAL, PERMIT 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. BILL THOMP90N ELECTRIC-CO., [NO' P. 0. BOX 33Q150 ATLANTIC BEACH, FL 32233.0150 E 964 E'�-9 ELECTRICAL FIRM: MASTER ELECTRICIAN 1 NAME �S SCL ADDRESS: S In f-`Ll Q St RFD BOX BLDG.SIZE BETWEEN: RES.V_!__-- APT.( I COMM.( ) PUBLIC ( ) INDUS. ( 1 NEW( ? OLD( 1 REW.( 1 ADDITION ( ! TRAILER ( 1 TEMP.t i SIGNS ( I SQ. FT. SERVICE: NEW k INCREASE ( i REPAIR ( 1 FEE _ CONDUCTOR SIZE O AMPS 2CQ COPPER ALUM. Z�lSWITCH OR BREAKER � AMPS PH 3 W ftVOLT .3` RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPB. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED k0.100 AMPB. I OVER APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT ' 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. CITY OF ATLANTIC BEACH PE��R++MIT CALCULATION SHEET Address— Dat-e ddressDate Z&2f) Cf ' Heated Sauare Footage per 3 = ; �/S 3�6 Garage/Shed —`` $ per =a Carport/Porch _;d $ 7,00 pe-_ sqt DectS per .s q LS _ Patio ? r 7 ft - J ` TOTAL VALUr!TTC�N : S �� Tctal 'a' ion 1st $ D ob b t f Remaining Value / per thousand �t portion t Lereot TOTAL BUILDING FEE + 1;' Filing Fee S Oct ( 11 Fireplaces @ $15 . 00 BUILDING PERMIT FEE S 3�1'Q�Q o WATER IMPACT FEE $_ 'Y/(),00 SEWER IMPACT FEE S z A,. -o 010) WATER METER/TAP d© CAPITAL IMPROVEMENT S 3a.5-06 SEWER TAP —y0—�— �.//(oYi RADON ( HRS ) CC5 1 t; S,S'✓�! �7 SECTION H PAVING '75�4-04 HYDRAULIC SHARES S O CROSS CONNECTION (%/(v y) SURCHARGE . 01) S :; OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PSR-3844 MAW DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATI4 :- - LOCATION INFORMATION ------- 'Permit Number: 15436 Address: 751 .CAMELIA STREET Permit' Type: PLUMBING .ATLANTIC BEACH, FLORIDA 32233 Class of Work:NEW ---- LEGAL DESCRIPTION Const r Type:WOOD FLAME B1 ock:14 Lot t 6 Twp t I Pr pI sed *e: SINGLE FAMILY Section: Q Subd Rng; 0 , Dwel li zg : 1 Subdivision. SECTION H Est . V6u . *r OrflQ Imprdv. Cast:,4. 13 .130 Total€;.Fe 53 . 50 Amount w 53. 50 ; ' 77 . 1. s r sa W 'Hem Wor r:. tiION . . APPLICATION FEES __ Na ' " � QENE�A, LEARY PERMITM� 53 . 50 Addro 2R ° SANE "r �° #ak�'��9" "'' 99V �� ,� . � a x, , CQ � ORMATIO p ------ 'Name ICON PLUMBING dh Addr', 40291I +�JACKSON FLA.,FLA.., 32210 Y Li,cP`CDp94ti Exp: t' NOTES: f NOTICE-INSPECTIONS MIDST BE REQUES T 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 MAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." 'ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCAT OR VIOLATION OF APPLICABLE PROVISIONS Of LAW. ATLANTIC REACH BUILDING DEPARTMENT, i By. v .. . r._ .... _„ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: ��7 0-k C BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PI_UNMING Cn AHD ADDRESS: P. 0. BOX 14608 TELEPHONE NUMBER: (9 0 4) 772-0000 C F C - o 1919 4 STATE LICENSE NO: TYPE OF BUILDING: ` TYPE OF WORK: HOW MANY Ot THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS ��,. DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ Ild--M loe= ------- -------,------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH, FLORIDA APP.o,,.a ev APPLICATION FOR ELECTRICAL PERMIT l TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL THOMPSON ELECTRIC CO., INC. , 330150 ATLANTIC BEACH FL 32233-0150 ELECTRICAL FIRM: MASTER ELECTRICIAN ite&ATURE Z _ � s �X/ NAMEADDRESS: � t , BOX BLDG.SIZE BETWEEN: RES.11 1 APT. ( ) comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW( ) OLD ( 1 REW. ( 1 ADDITION ( 1 TRAILER ( 1 =TEMP.,K �SIGNS ( 1 SO. FT. SERVICE: `SEW INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. � .iL' SWITCH OR BREAKER SC AMPS PH W ZtVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER -- APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS MISCELLANEOUS DA T Z PRE-SERVIt:E DIVISION JAC:{S0NV���� ELECTRIL: AUTH0R T7 i..,.... WENT ✓UVAL S T:tE'ET JACK :ONV_LLE, .'LOR7DA _220.. THE .-GLLGWING FINAL INSPECTION , i HAVE _—L" d 'M_-JE AA,_) .1 JA 1 1S AC 1 ORY : r ------------------------------------------------ ------ ------------------------------------------------- ------ ' -------------------------------- ---------- Enclosed are the blue copies of the permits. SINCERELY, � f BUILDING INSPECTION DIVISION cc : FILE PSA-3844 q EPArMENT OF BWILD044 CITY OF ATLANTIC BEACH i PERMIT INFORMATTO ``'-,- LOCATTON INFORMATION. Permit' Number: 15428 Addres6: X51 CAMELIA STREET P emit-TyPe`:BUILDING ATLANTIC, BEACH, FLORIDA .32233 class of 'Work:NEW LEGAL DESCRIPTION -Y Constr. TyI :WOOD FRAME H 1 wok:14 Lot: 6 ��Twp _ . Q Proposed Uses SINGLE FAMILY Section:: Q Subd. Rn 4 ' Dwellings : 1 Subdivi sibn;SECTION H Est , Value: C. D Improv, Cost : 53 ,655.00 z T/ot�yall Fess 3 , 2655 , 2 �5i, . X6`3 Am2 6D Date' *" � �97 word au ME I?ER PLANS HSP 1164 i TION _ jr - - - APPLICATION FEES" Name -GENE�A. L1xRy 3§9.00 . Addz . 2 LAME WATER IMPACT FEE 410 .00 E1 4LORIDA 3'226 ` 6 S R I E 11 25 a RADON GAS-H.R.S. , 5. 53 . � CRMAT I O �M- RADON CAB 5% O � 2 9 Nam "INC. w e: IS H ^, �C, CAPITAL IMPROVE. 325>00 dd 2,10 gkt, ?TLANE. .:. .�. ., :`:� � SEWISR TAP-' 6.00 NEPTUNE y H, FLORIDA 32266 CROSS CONNECTION` 35.001 1►ic , . C# 2t?Q K Exp: SEG" li IMPACT FEE �is ' 750a00 ONST S�,7i�r '1',LiL7 G xag V Ia $ p `w ,, r,c , • d ;+�»1R' NOTES:. 1 t ik i NOTICE--INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL.,RUBBISH AND DEBRIS,FROM THIS WORK MUST NOTBE PLACED IN PUBLIC SPACE,AND MAST BE ' CLEARED UP AND HAULED AWAY.;BY EITHER' ._,,,,CONTRACTOR OR OWNER "FAILURE TO CQIVIPL:YWITH Tk MECHANICS, LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING E F014 60, 1LDING IMPFI�VEMENTS:' u ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF'THIS PERMIT ' �'ati TO REVOCATION FOR ; VIOLATION OF APPLICABLE PROVISIONS OF LAW, tea l Receipt, 6065511< peyoerA ATL.ANT BEACH BUILD1N `DEPARTMENT, BY: Y, CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 2' ® 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 0FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCM SINK. WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING M SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ ICE MAKER (1/2) S� SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) i TOTAL FIXTURE UNITS .9 O"S Q $20.00 EACH $ IO.O JOB INFORMATION /¢ /"j E C L 4 ISAACHM HVAC LOAD ANALYSIS RECEIVEEi, OCT 1 1991 City of Atlantic Beach for Building and Zoning Isaac Homes, Inc. 210 Spindrift Lane Neptune Beach, FI 32266 Carrier Five Star Residential and Lisht RHVA( Commercial HVAC Loadt',, Prepared By: Kevin M.Tilton Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,Fl- 32266 (904)249-8251 9-9-97 r RHVAC-Residentia#&Light Commercial VIVAC Loads program Etite Software Development,Inc. Ocean State Htg$A/C Isaachm Neptune Beach,FL 32266-1798 9-9-97 Page 2 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description _ Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 120 3,917 0 5,210 5,210 10D Door Wood Solid Core 60 1,026 0 597 597 12C Wall R-11 + 1/2" Gypsum(R-0.5) 890 3,605 0 1,971 1,971 13C Part R-11 + 1/2" Gypsum(R-0.5) 242 490 0 348 348 16G Ceiling R-30 Insulation 1,166 1,732 0 1,732 11732 22A Slab on Grade No Edge Insulation _ 165 6,014 0 0 0 Subtotals for structure: 2,643 16,784 0 9,858 9,858 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 1,301 0 1,526 1,526 Infiltration: Winter CFM: 186.5, Summer CFM: 77.7 180 9,233 2,710 1,795 4,505 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0- Sensible Gain Total: 16,779 Temperature Swing Multiplier: _ X1.00 Building Load Totals: 27,318 3,630 16,779 20,409 Check Figures Total Building Supply CFM: 763 CFM per square foot: 0.654 Square feet of room area: 1,166 Square feet per ton: 642.103 , Building Loads Total heating required with outside air: 27,318 Btuh 27.317 MBH Total sensible gain: 16,779 Btuh 82 % Total latent gain: 3,630 Btuh 18 % Total cooling required with outside air: 20,409 Btuh 1.701 Tons (based on sensible + latent) 1.816 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Tuesday,September 09, 1997 �RHVpC f2esidentia#8 Light Commercial MVAC Loads Program Elite Software Developmerrt,Inc. Ocean State Htg&A/C IsaaChm Neptune Beach,EL 32266-1798 9-9 97 Page 3 System #'1 Summary Loads - �- -- --- �i Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 120 3,917 0 5,210 5,210 10D Door Wood Solid Core 60 1,026 0 597 597 12C Wall R-11 + 1/2" Gypsum(R-0.5) 890 3,605 0 1,971 1,971 13C Part R-11 + 1/2" Gypsum(R-0.5) 242 490 0 348 348 16G Ceiling R-30 Insulation 1,166 1,732 0 1,732 1,732 22A Slab on Grade No Edge Insulation_ 165 6,014 0 0 0 Subtotals for structure: 2,643 16,784 0 9,858 9,858 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 1,301 0 1,526 1,526 Infiltration: Winter CFM: 186.5, Summer CFM: 77.7 180 9,233 2,710 1,795 4,505 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 - 0 0 0 Sensible Gain Total: 16,779 Temperature Swing Multiplier: X1.00 System Load Totals: 27,318 3,630 16,779 20,409 Check Figures Supply CFM: 763 CFM per square foot: 0.654 Square feet of room area: 1,166 Square feet per ton: 642.103 System Loads Total heating required with outside air: 27,318 Btuh 27.317 MBH 0 Total sensible gain: 16,779 Btuh 82 /o Total latent gain: 3,630 Btuh 18 % Total cooling required with outside air: 20,409 Btuh 1.701 Tons (based on sensible + latent) 1.816 Tons (based on 77% sensible capacity) Dotes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Tuesday,September 09,1997 RHVAC-Residential ltr Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Isaachm Neptune Beach,FI. 32266-1798 -9-97 Page 4 Room LoadSummary Reports System#1 Room Load Summery -- Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Living\Kit 453 9,135 119 0-0 6,687 768 304 1.16 354 304 2 Bedroom #1 255 8,823 115 0-0 4,406 1,239 200 1.25 250 200 3 Bedroon 458 9,360 122 0-0 5,686 1,623 258 1.00 258 258 #2\Master System 1 Totals 1166 27,318 355 16,779 3,630 763 863 763 !, Main Trunk Size: 12x12 in. System #1 Cooling System Summary — Cooling Sensible/Latent Sensible Latent Total Tons Split _ Btuh Btuh Btuh Net Required: 1.701 82%/18% 16,779 3,630 20,409 Recommended: 1.816 77%/23% 16,779 5,012 21,791 System#1 Equipment Data'' - — Heating System Cooling System i I ` Tuesday,September 09, 1997 Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION r'ORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: ISAAC HOMES AND ADDRESS: LOT6/144 CAMELIA ST PERMITTING CLIMATE ATLANTIC BCH,FLA OFFICE: CITY OF ATLA ZONE: 11_1 21_1 31_I OWNER: PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. ) 5 . 1164. 00 6 . Predominant eave overhang (ft. ) 6 . 1. 00 7 . Porch overhang length ( ft. ) 7 . 6 .00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 120.00sgft b. Tint, film or solar screen 8b. O.Osgft O. 00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 165 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11.00, 890 . 00sgft a. Adjacent: 2 . Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 242 . 00sgft 11 .Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a.R=19 . 00 , 78 . 00sgft a. Under attic ( Insulation R-value) 11a.R=30 . 00 , 1176 .00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10 .00 14.Heating System: 14. Type: Heat Pump HSPF: 7 . 00 15 .Hot water system: 15 . Type: Electric EF: 0 . 92 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 98 . 50 a. Total As Built points 19a. 24446 . 96 b. Total Base points 19b. 24818 . 73 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY. ILtc compliance in accordance with Section DATE: 553 . 908 F. S . I hereby certify that this building is in compliance with the Florida Energy Code. r OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 0 - Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ,:ORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: ISAAC HOMES AND ADDRESS: LOT6/1" CAMELIA ST PERMITTING CLIMATE ATLANTIC BCH,FLA OFFICE: CITY OF ATLA ZONE: 11_1 21_I 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 1164. 00 6. Predominant eave overhang (ft. ) 6 . 1. 00 7. Porch overhang length (ft. ) 7 . 6 .00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O .Osgft 2. T. Osgft b. Tint, film or solar screen 8b. O . Osgft /,,O O . 00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 165 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11. 00, 890. 00sgft a. Adjacent: 2 . Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 242.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19 . 00 , 78 . 00sgft a. Under attic ( Insulation R-value) lla.R=30 . 00 , 1176 . 00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 . 00 , uncond 13 .Cooling system 13 . Type: Central A/C SEER: 10 . 00 14.Heating System: 14. Type: Heat Pump HSPF: 7. 00 15.Hot water system: 15 . Type: Electric EF: 0 . 92 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 . 50 a. Total As_Built points 19a. 24446 . 96 b. Total Base points 19b. 24818 . 73 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy 1._Cqde. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F. S. I hereby certify that this building is in compliance with the Florida Energy Code. -1 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** -------------------------------------- COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK --------------------------------------- PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606 . 1.A. 2. ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610. 1.ABC. 2 & 610 . 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------ Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 24. 00 65 . 8 1579 . 2 DBL CLR N 20 . 0 38 . 3 . 92 700 . 9 DBL CLR N 4. 0 38 . 3 . 84 129.2 E 29 .00 65 . 8 1908 . 2 DBL CLR E 9.0 79 . 7 . 87 626 .4 DBL CLR E 20. 0 79 . 7 . 93 1474. 4 S 47 . 00 65 . 8 3092 . 6 DBL CLR S 42 . 0 66 . 2 . 49 1366. 7 DBL CLR S 5 . 0 66 . 2 . 71 235 .0 W 20 . 00 65 . 8 1316 . 0 DBL CLR W 20 . 0 79 . 7 . 95 1514. 3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 164. 00 120. 00 1 . 455 7, 896 .00 11, 488 . 68 6, 046. 96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 890 . 0 . 9 801 . 0 Ext Wood Frame 11.0 890 . 0 1. 70 1513 .0 Adj 242 . 0 . 7 169 . 4 Adj Wood Frame 11.0 242 . 0 . 70 169 .4 DOORS---------------- Ext 39.0 6 . 1 237 . 9 Ext Wood 39. 0 6 . 10 237. 9 Adj 21.0 2 . 4 50 . 4 Adj Wood 21. 0 2 . 40 50.4 CEILINGS------------- UA 1164. 0 . 6 698 . 4 Under Attic 30 .0 1176 . 0 . 60 705 . 6 Under Attic 19. 0 78 . 0 1. 10 85 .8 FLOORS--------------- Slb 165 .0 -37 . 0 -6105 . 0 Slab-on-Grade .0 165 . 0 -41.20 -6798. 0 INFILTRATION--------- 1164. 0 8 . 0 9312 . 0 Practice #2 1164. 0 8 . 00 9312. 0 ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 16, 652 . 78 11,323 .06 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------- -------------------------------------------- 16, 652. 78 . 37 6, 161. 53 11, 323 . 06 1 . 00 1. 100 . 340 1. 000 4, 234. 83 ------------------------------------------------------------------------------- ******************************************************************************* WINTER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ----------------------- -------------------------------------------------- N 24.00 -10 . 6 -254. 4 DBL CLR N 20.0 7 . 3 1. 12 164.0 DBL CLR N 4. 0 7 . 3 1. 23 35 . 9 E 29 . 00 -10 . 6 -307 . 4 DBL CLR E 9 . 0 -9. 2 . 65 -54. 1 DBL CLR E 20 .0 -9 . 2 . 78 -144. 1 S 47 . 00 -10 . 6 -498 . 2 DBL CLR S 42 . 0 -28 . 4 . 37 -437. 7 DBL CLR S 5 . 0 -28 .4 . 81 -115 .0 W 20 . 00 -10 . 6 -212 .0 DBL CLR W 20 . 0 -9 . 2 . 85 -156 .4 ------------------------------ x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1, 164. 00 120 . 00 1. 455 -1, 272 . 00 -1, 850 . 76 -707. 39 ------------------------------ NON GLASS------------ - AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 890 . 0 2 . 2 1958 . 0 Ext Wood Frame 11. 0 890 . 0 3. 70 3293 .0 Adj 242 . 0 3 . 6 871. 2 Adj Wood Frame 11 . 0 242 . 0 3 . 60 871. 2 DOORS---------------- Ext 39. 0 12 . 3 479 . 7 Ext Wood 39 . 0 12. 30 479 . 7 Adj 21. 0 11 . 5 241 . 5 Adj Wood 21 .0 11 . 50 241. 5 CEILINGS------------- UA 1164.0 1 . 2 1396 . 8 Under Attic 30 . 0 1176 .0 1 . 20 1411. 2 Under Attic 19. 0 78 . 0 2 . 00 156 .0 FLOORS--------------- Slb 165 . 0 8 . 9 1468 . 5 Slab-on-Grade . 0 165 .0 18 . 80 3102 .0 INFILTRATION--------- 1164. 0 7. 4 8613. 6 Practice #2 1164. 0 7 . 40 8613 . 6 - ----------------------- TOTAL WINTER POINTS 13, 178 . 54 17, 460. 81 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------ ----------------------------------------------- 13, 178 . 54 . 55 7, 248 . 20 17, 460. 81 1. 00 1 . 100 . 484 1. 000 9, 296. 13 WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------ -------------------------------------------------- 3 3803 . 0 11, 409. 00 I 50 . 92 1 . 000 3638 . 7 1.00 10, 916.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------- ---------------------------------------- 6161.5 7248 . 2 11409 . 0 24, 818 . 73 I 4234. 8 9296 . 1 10916 . 0 24,446. 96 ***************** * EPI = 98 . 50 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 5 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . .Double Clear I -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 3 1 -------------------X- I R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 iX-------------------- � AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 iX-------------------- I 9. 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12 .0 Electric COP/HSPF. . . . . . . . 7 . 0 iX-------------------- 1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 .00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I ----------X---------- 1 0. 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------------- 1 0. 40 0 . 80 Solar EF. . . . . . . . . . . . . . --------------------- � OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 5 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- ) INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 3 ( -------------------X- ) R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- 1 9. 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 .0 iX-------------------- ) 0. 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 .00 ( --------------------- � WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X---------- 1 0. 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 . 40 0.80 Solar EF. . . . . . . . . . . . . . --------------------- � OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 This instrument Prepared By: Book 8720 Pg 2325 NameEnF1 s x A.—TS AA T-'R Address Zin SPg4l)O -T LANE KEPT-UNC 6EACN, FL 32.2(oty Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF fI-QRQA 5 MIN, RETURN COUNTY OF 'pUVAL P 1-110a Da �� 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: (legal description of property, and street address if available) L C,T �041 SL.00-K Hq SE:CTIoN N , C,AMELIA STREET, AnANric. (�EAUN 2. General description of improvement: 1300 Sf 61'J GLE FAM4-y 'RESM *F-JGf—o' 3. Owner information a. Name and address: GsNE A. LF-ARV AWtD ROBEQT A. -XSAAC,TR• 2.10 SPiNbi Mf T' LANE b. Interest in property: NEPTUME- QEA0A FL 322/0& c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: ISAAC HOMES,-INC. a. Name and address: 210 r 'tWARtFT LANE NEPTUNE BEAU 'FL- 322(e►(o b. Phone number: q0,4 2y4.'7y(03 c. Fax number (optional, if service by fax is acceptable): 5. Surety N /A a. Name and address: b. Amount of bond $ _ Bk: 8720 c: Phone number: Pg: 2325 Doc# 97203704 d. Fax number (optional, if service by fax is acceptable): Filed 6 Recorded 09/11/97 6. Lender N lA 12:25:10 P.M. HENRY w. COOK. a. Name and address: CLERK. CIRCUIT COURT b. Phone number: DUVAL COUNTY, FL c. Fax number (optional, if service by fax is acceptable): REC. $ 6.00 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in section 713.13(1)(x)7., Florida Statutes: a. Name and address: Rp13Ea.r A. ZSAAt. 210 SPINDKIFT LANE NEPTUNE Bep&g PL 322(0(0 b. Phone number: q0y 2,e}4j_rlq( c. Fax number (optional, if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number: NONE c. Fax number (optional, if service by fax is acceptable): 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me by too e7, (- s,4,+c- Signature of Owner wh is personally�n to ine or produced __ ication. and whodid L---"take Owner's Name q?6R1=IP1r a_ R - 15 ' 6 " ®i® 18 ' 6 " � , �� ova 5 �F �fiNfi7CH 0o u .n�a� act1 En T11 OCT 20731 � a J i m x T10 RECEIVED U i Q u) OCT 1997 Z CT) O H H T City of Atlantic Beach a m Buildin2 and Zoning u m En o Ln m O O N I E3 HIGHLIGHTED WALLS ARE jT 6 INTERIOR BEARING REQUIRED BY TRUE TRUSS, INC. T 4\ �. q rrl } m ACCEPTED BY,. DATE o Z E w � o a 11 ' 4 " - � - 19 ' -- �{ 97700 975566 r� 34 ' PAGE NO: 1 OF 1 470756 HOUSE ACCOUNT ISAAC RES - 6' 10"12 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-10-08 SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-04-03 10-0-9 3.54 ,— W2X4(Al) = 2-4-3 8-0-0 6- 11-8 _1 � 6-10-12 Over 3 Supports— R=210 W=4.95" U=200 PLT TYP. Wave TPI-95 Design Criteria : TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale –.375"/Ft. O O ..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -52295 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O O R TO PERFORMING THE SETITUTE. 583 D OFUONCTIONS. UNLESS O 10 DR,, SUITEOTPERN[DSESOINDICATEO,STOP9CHORDRSHALLTHAVEAPROPERLYCTIC RAOTTACHEO ........C�.��(/ TC DL 7 .0 P S F DATE 09/04/97 iN 3�. ,.• O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , G qfi BC DL 10.0 PSF DRW HCUSR732 97247311 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �IO, 3 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �p ALPINEo BUILD THE TRUSSES IN f;ONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR O�f i` B C L L O.O P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 3 7.0 P S F S E O N 64254 SPECIFICATION PUBLISMEO UY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF �' CONNECTORS ARE MADE 0, 106A ASTM A663 GR 37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R FAC. 1 . 2 5 FROM P A P TRUSS �s)y� ... O O O EACH NATE OF TRUSS, AND UNLESS OTHERWISE LOCATED 6N TMSS SDBA , POSITION CONNECTORS PE0. CF? G� SPACING 2 4•0" OR AWIHGS 130. ISO AN[1 160 A-F. AN ENGINEER'S SEAL ON THIS DR ANING APPLIES ONLY TO THE DESIGN �l OF THE TRUSS DEP ICTtD HERE hN0 SIfALL NOT BE RELIED UPON 1N ANY OTHER NAY. .(970756-HOUSE ACCOUNT ISAAC RES - 7'0"14 Hip Jack Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP ##2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 05-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-04-13 W2X4III W 2 X 4 �10-1-3 3.54 )— W2X4(Al) = 2-4-13 E3 N 8 0-0 W3X4= �I 5-0—�E 7-1-10 _I 7-0-14 Over 3 Supports--� R=184 W=4.95" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STI .2b5 FL/-/2/-/E/-/- Scale =.375" Ft. *'WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND A TC LL 20.0 PSF REF R732- -52294 BRACING.ING. REFER 7U u1b�91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE o O PERFORMING TIUIESDt OFUNCIOIUN'. UNLESSE OIIHERWISESOINDICATEO,STOP9CNORDRSHALLTHAVEAPROPERLYRATTACHED C • TC DL 7 .0 P S F DATE 09/04/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�� 'IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED e GO BC DL 1.0. 0 PSF DRW HCUSR732 97247310 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO P O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLATION OR • t r i` BC LL 0.0 P S F HC-ENG C L R W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 37 .0 P S F S E O N - 64251 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .STAT:OF' CONNECTORS ARE MADE OF By THE ASTM Av53 GR37 GAL V. 5'lEEL, EXE""EPI AS NOT D. AF PLY CONNECTORS TO /n ;,t�LClfttOp:'• D U R. FAC 1 2 5 FROM P A P TRU S S EACH FACE Of TRUSS, AND UNLESS OTHEHNISE LOCATEU ON THIS DESIGN, POSITION CONNECTORS PER U'}�y(�... O `—� OFTHEGS30DEPOCTED �j+EREAANO SHAEENNDT EBE RELIED OPONHIN DNYWOT HE RP WAYES ONLY TO TME DESIGN "•A-��� SPACING 2A •0 ' (970756-HOUSE ACCOUNT ISAAC RES - 4' 10"8 End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-04-07 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. �10-0-10 5 (- 2-4-7 8-0-0 W2X4(Al) L4 0 0� 4- 11-4- _I 10-8 Over 3 SupporCS__�_ R=255 W=3.5" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 ST(Q .2b5 FL/-/2/-/E/-/- Scale =.375" Ft. O r-7 = "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND L_J BRACING. REFER TU 1118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C /R p TC L L 20.0 P S F R E F R732- -52292 tN STI7uTE, 583 DONOFIO DR., SUITE 200, MADISON, NI 537191, FOR SAFETY Pq ACiICES PR 70R TO +. /�' PERFORMING TME SE FUNCTIONS. uNIE SS OTHERWISE INDICATED, TOP CHORD SHALL HA4E PROPERLY ATTACHED Q' AT1FrC� �A� TC DL 7.0 P S F DATE 09/04/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , ''`/1 +'y '•IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G FO., + BC DL 10.0 PSF DRW HCUSR732 97247309 ALPINE o PRODUCTS, INC SHILL NOI BE RES'rONSIDLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p J f/N,e7 p BUILD TME TRUSSES IN CONFORMAN�;E N!111 TPI; OR hABRICATING, HANDLING, SHIPPING. INSTALLATION OR �e Orf �/ '` BIC LL 0.0 P S F HC-ENG C L R W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7 TOT. L D. 3 7 .0 P S F S E A N - 64247 SPECIFICATION PUBLISHED B� THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -+Cnf],i� STATE:OF TRU T ("'T CONNECTORS ARE MADE CF 20GA AS?n HERW GR37 GALE. STEEL, EXCEPT DESIG AS NOTED. APPLY CONNECTORS TO l 'y�'•,��t(�P.• D U R. FAC. 1 . 2 5 FROM P A P U J EACH FACE OF TRu55, AND O FFI OTN I NISE ICA'ED ON N THIS DESIGN. POSITION CONNECTORS PER S�q� NGS SPACING 2 4 0" `�' OF ATHE GTRUSS DESIOCTEO HERE AAND SHALL NNOT EBE RELIED UPON HIN ANY MOTHER PWAYES 0NLY TO THE DESI6N .(970756-HOUSE ACCOUNT ISAAC RES - 5' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-05-01 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. �10-1-4 5 � 2-5-1 8-0-0 W2 X4(Al Ii-O-oI,E 5-0-12 _I s5-0-0 Over 3 Supports R=260 W=3.5" U=200 PLT TYP. Wave TPI -95 Design Criteria: TPI-95 STU) .2b5 FL/-/2/-/E/-/- Scale =.375" Ft. ..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O D DTC LL 20. 0 PSF REF R732- -52290 BRACING. REFER TO HI8�91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE G A l�y INSTITUTE, 583 D'ONOFIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �1•, G }T` k/�'�� O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ...... +�%F`16-'.• T C D L 7 0 P S F DATE 09/04/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D ° �"'• BC DL 10. 0 PSF DRW HCUSR732 97247308 IMPORTANT—N FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION C'ONTR ACTo R. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O � BUILD THE TRUSSESSIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. $HIPPING, INSTALLATION OR ��eP D� � 'i` BC LL 0.O P S F HC-ENG C L R/W P F ALPINE BRAC ING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT. L D. 37 .0 P S F S E A N - 64244 SPECIFICATION F'UBLISHED by T11L AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE STATE OF TRUSS7{.-/�T CONNECTORS ARE WADE OF ?OGA h5?M AG53 GR 37 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS 70 .� �' D U R .FAC 1 2 5 FROM P A P 1\`J S S EACH FACE OF TRU_,S AND NLESti JT HERwI SE LOCATED ON THIS DE SI6N, POSITION CONNECTORS PER O DR- GTHUSU DEPUC TED HERE AAI ;KALI NNOIEBE RELIED UPON IN ANY INHE RP WAY,ES ONLY TO THE DESIGN � � \ SPACING 24. 0" .(970756-HOUSE ACCOUNT ISAAC RES - 3' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-07-01 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 5F— T9-3-4 1-+7-1 -8-0-0 W2X4 (Al) Ij-O-o IE 3-0-12� 3-0-0 Over 3 Sup orts R=193 W=3.5" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale 9.375" Ft. O O ^WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R732- -52289 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE i PERf OHMING THESE FUNCTOI ONS, UNLESS OOT tlERWISE$OI NDINATED.STOP9CHOR DRSH ALLTNAVE APR OPERLYR ATTAC MED P��'t fi''• T C D L 7 .0 P S F DATE 09/04/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p/^ "IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .G h�0. BC DL 10. 0 PSF DRW HCUSR732 97247307 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a p O ALKNE BUILD TME TRUSSES IN CONFONMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLATION OR ~I D '�; U C L L 0.0 P S F HC-ENG C L R W P F BRACING OF TRUSSES ITS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T 0 T.L D. 37 .0 P S F S E 0 N 64241 SPECIFICATION PUBfISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MAD f SUE OF 20GA UNLESS hA653LRW GR37 GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO j�• �� ° D U R FAC. 1. 25 FR0M P A P EACH FACE OF TRUSS, AND UNLESS OTnEHWISE LOCATED ON THIS UE SIGN, POSITION CONNECTORS PER S .... ....',` O Of ATM EGTRUSo DE POCT ED HE REA AND SHALLNNOTE BE REL JE OPONHIN DNYWOTHERPNAYES ONLY TO THE DESIGN V' SPACING 2 A .0" (970756-HOUSE ACCOUNT ISAAC RES - 1' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 00-09-01 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 5 8 5-4 0 9-1 y 8-0-0 W2X4(A1) i i 0-21Z-0-1z] 1-0-0 Ove��uppOrtS R=167 W=3.5" U=200 PLT TYP. Wave TPI -95 Design Criteria: TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale —.375"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND D D D O TC LL 20. 0 PSF REF R732- -52288 BRACING. REFER i0 HIB�91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE � PERFORMING THESE I�ST TOT 83 FUNCTION10 S. UNLESS OTTHERWISESOINDICATED,N WE BTOP SCHORD RSHALL THAVE AP0.PERLYRATTTACHED IOR TO iF C�'/� T C D L 7. P S F DATE 09/04/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O OIMPORTANT" BC DL 10. 0 PSF DRW HCUSR732 97247306 " FURNISH A COPT OF DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O O • eP D�, ° BC LL 0.0 PSF HC-ENG CLR/WPF ALPINE BUILD THE TRUSSES IN CONFORMANCE Wl ill TP[; OR FABft ICAT[NG, HANDLING. SHIPPING, INSTALLATION OR , BRACING Of TRUSSES. 'MIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 37.0 P S F S E O N - 64236 SPEC1F iC ATIDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TDI. ALPINE STATE OF TRU S S CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAL STEEL. ESCEDT AS NOTED. APPLY CONNECTORS TOi5;�'2pftl9�: D U R . FAC. 1 . 2 5 FROM P A P EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O IRATHEGTRUSOS DE F`OICTED HEILAA IN SAAItNNOTE BE RELIED OU PONnIN DNA I HEA 'AYES ONLY TO THE DESIGN SPACING 2 4.Q" .(970756-HOUSE ACCOUNT ISAAC RES - T12 34' Special Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense :T2, T5 2x6 SP SS: 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUITABLE SUPPORT BY ERECTION CONTRACTOR. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. DESIGNED BY THE BUILDING DESIGNER. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS BOSTON HIP DESIGNED TO SUPPORT 5-0-0 JACKS. SHIM ALL SUPPORTS TO SOLID BEARING. JACKS HAVE NO WEBS. TOP CHORD SUPPORTS 1-0-0 OVERHANG. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS REFER TO DRAWING GE-001 FOR GABLE DETAILS. 07-05-01 THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF, CEILING, AND FLOOR DIAPHRAGMS. THE CONNECTIONS AND DESIGN OF THIS SYSTEM IS THE RESPONSIBILITY W5X5= OF THE BUILDING DESIGNER. 5 — --, 5 W5X5% 3X6=— W5 X 5 X6=W5X5 W6X12% W6X12� 5 — T2 � 5 W3X8 (A) W7X8= 8-0-0 W5X5= W5X5= W3X5 (Al) = W3X12= W3X4(Al) 10 0 18-7-12 _� 1-0-0 "� '�' L 9-0-0 _I_ 8-0-0 _I_ 12-5-10 _I, 4-6-6 J 34-0-0 Over 3 Supports J R=1231 W=3" U=940 R=3570 W=3.5" U=1770 R=882 W=3.5" U=760 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Desi n Criteria: TPI-95(STm .2b5 FL/-/2/-/E/-/- Scale =.1875" Ft. ..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O C� LU O TO SER P TC LL 20.0 PSF REF R732- -52286 INSBRACING. REFER TG HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /� O PERFORMING THESE oUNC I NS, UNLESS OTHE200'RNISES0INDICATED.BTOP9CNORDRSHALLTHAVEAPROPERLYICE RAOTTALNED ���P 1�F�C„�,�.•� T 1. DL 7.0 P S F DATE 09/05./97 O = STRUCTURAL PANELS, BOTTOM Cf1CND SIIALL HAVEIA PROPERLY ATTACHED RIGID CEILING. ^IMPOkTANT^ FURNISH A COPY OE THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2p OIX�0. BC DL 10. 0 PSF DRW HCUSR732 97248153 PRODUCTS. INC. SHALT. NOT OE RE SPONSIIIIE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO O O :� f r BC LL 0.0 PSF HC-ENG SB/WPF ALPINE BU1LD THE TRUSSES IN UNFURMANf.L WI Tri TPI; OR EABHICAIING, IIANDLING, SNIPPING, INSTALLATION OR ; URAL TNG OF IRUS SE S. II�..iS DC SI GN CONFORM MS WI Tit APPLICABLE PRO ISIONS OF NDS (N ATION AI DESIGN [� T 0 T. L D 3 7 0 P S F S E 0 N 64230 SPECIFICATION PUBLISHED E, THL AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ,(�j'` TRU S S \ CONNECTOR- ARE MADE OF (OGA ASTM Ao53 GR37 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO l�. /Qry �(i EACH FACE OF THu',::, AND uN.E>': .1'rlf'tWISf LOCAitU ON THIS DESIGN, POSITION CONNECTORS PER S vfA-i, �[�._ D U R . F A C 1 . 25 F R O M P A P O DRAWINGS 130, 1,v AND IGC A i, Ary LNGINEE R'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN Crr SPACING 2 4 0" 0F THE TRUSS OIPD�Itr, HFNE ANL SHALL NOT BE RELIED UPON IN ANY OTHER WAY. (970756-HOUSE ACCOUNT ISAAC RES - J1 5' END JACK) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L1240 LIVE AND L/180 TOTAL LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-05-01 W2X6111 gk 10-1-4 FACIA SUPT. REQ. 5 2 5-1 8-0-0 W2X4(A1) W2X4III Ij 0 21E 4-0-0 -1 L 0 1Y1 s5-0;0 Over 3 Supports R=1431 W=3.5" U=880 PLT TYP. Wave TPI -95 Design Criteria : TPI-95 STID .2b5 FL/-/2/- /E/-/- Scale "WARNIN," TRUSSES RFGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND D O D TC LL 20.0 PSF REF R732- -522 7 BRACING. REFER T.; HIU-v; fllANi,t.NG INSTALLING ING ANU BRACING) PUBLISHED BY TPI (TRUSS PLATE o n O INSTITUTE, 513 D'ONDFIO UR., SUITE i00. MADISON, WI 57119), FOR SAFETY PRACTICES PRIOR TO ���+fin•r���, PERFORMING THESI FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �••!�11F,��,4+kYf}r T C D L 7 . 0 P SF DATE 09/05/97 STRUCTURAL PANELS, GDTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i G r . "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Fe,� ��0. 53 ��" BC DL 10 D PSF DRW HCUSR732 97248162 PRODUCTS, INC- SHALL H0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r P 9h O C� 'I �� r ;' ' BC LL 0. 0 PSF HC-ENG SB/WPF Z�RUSS LPIN E BUILD THE TRUSSES IN 111,RMAlCl WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR HN AC ING 0 IhllS ill li II.:I GI, iUNl OHMS WI IH AP PI ICAHIF 11130,1 S I,)NS OF NDS (NAT ION Al DESIGN ' T 0 T L D 3 7 0 P S F S E 0 N - 64233 SPECIFICATION PUbL HED LY 1HL AMENI:AN FOREST AND PAPER ASSOCIATION) AND TPJ. ALPINE STATE:OF: 1 '\\y�l CONNECTORS ARE MADE O,A AS,M AtS GR37 GAL, STEEL. EXCEPT AS NOTE U. APPLY CONNECTORS TD ;� ���c D U R. FAC. 1 .2 5 FROM P A P EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S•�'• O O DRAW HE G TRUSS DEPICTED HERE^AF, SHALLININEER RELIED OPO NHiS DANYWOTNERPWAYES ONLY TO THE DESIGN ����� SPACING 24.0" .(970756-HOUSE ACCOUNT ISAAC RES - T11 34' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN NGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.44" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. AND 0.25" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 07-05-01 W5X5= W5X5% W5X5s 5 — 5 W6X8= 2.5 2.5 8-0-0 W3X8(Al) = W5X6= W5X6= W3X8(Al) I o 0 I-O-o 15-6-0 18-6-0 17-0-0 }E 17-0-0- 34-0-0 7-0-0 34-0-0 Over 2 Supports R=1312 W=3.5" U=810 R=1312 W=3.5" U=810 Note: All Plates Are W2X4 Except As Shown, PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale =. 1875" Ft. "WARNINC, TRUSSES REOU IRE EX THEME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O O U D TC LL 20. 0 PSF REF R732- -52284 BRACING. REFER 70 UIB-51 (a ANLL ING INSTALLING ING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE � (� (� (� = INSTITUTE,PERFORMING T8ESE FUOCIO10'S UNLESS 108E NIS DSESCI N D I C A T E 0,N. 570 PV CHOR DR S HAL LT Ii AV E APRO P E RL YR AOR CH ED P`/' 1lF C • T" DL 7 O P S F DATE O 7/O 4/7 7 STRUCTURAL PANELS. BOTTiM CHCRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i D O ,Sep un. BC DL 10. 0 PSF DRW HCUSR732 97247305 "IMPOkTANT" FUNN19+. a COPT OF TniS OE SIGN TO THE INSTALLATION COCONTRACTOR. ALPINE ENGINEERED 6 5 PRODUCTS, INC. SHALL Ni'.T 4E RESHONIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ALPINE O •� �' BC LL 0.0 PSF HC-ENG CLR/WPF BUILD THE iR USSES !N CGNFORMA N+;E WITH TPI; OR hAHR ICA7ING, HANDLING. SHIPPING, INSTALLATION OR , BRACING OF TRUSSES. IHIS DES. N CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 37 .0 P S F SE ON - 642 1 3 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ��� STATE OF CONNECTORS ARE MADE DF ?CGA ASTM Ab53 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D D R FAC. 1 . 25 FR0M P A P Z!TR�USS EACH FACE OF TRUST, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER U p�.... DRAWINGS 130. 150 ANO 160 A F, at: ENGINEER'S SEAL. ON THIS DR ANING APPLIES ONLY TO THE DESIGN �'XCU SPACING 2 4. 0" * * * * * Of' THE TNIISS D({'!C1(D ill N( AND SH nll NOT BE RELIID UPON IN ANY 0711ER WAY. 970756-HOUSE ACCOUNT ISAAC RES T10 34' SPECIAL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.35" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. AND 0.25" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 07-05-01 W5X5= W5X5% W5X5� 5 W6 X8 2.5 2.5 �8-0-0 143X8(Al) = U15X6= 145X6- W 3 X 8(A1 1 0 0 1-0-0 11-4-0 22-8-0 17-0-0— - 17-0-0 34-0-0 Over 2 Supports j R=1312 �=3.5" U=810 R=1312 W=3.5" U=810 Note: All Plates Are W2X4 Except As Shown. PLT TYP . Wave TPI -95 Design Criteria: TPI-95 (STm .2b5 /FL/-/2/-/E/- Scale =. 1875" Ft. O LJ O "WARNING`" TRUSSES ACQUIRE EXTRf MF CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S r R E F R732- -52283 BRACING- REFER 7O nI89'. (HANDLINf INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D' N� a DH. pb17E "COO, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO G` E� (` PERFORMING THE SI IUN I ONS. tNlf OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED e�� ;�� r� T C D L 7 0 P S F DATE 09/04/97 STRUCTURAL PAN FLS HUl1;M OIIONI .IAII IIAVE A I'ROPERIY ATIACIIED NIGID CEILING. �•. P 1'7, O O "IMPOkfANT— 'iURNISH ACUP I OF ITIS DESIGN TO 7IE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�j�' F'. BC DL 10. 0 PSF DRW HCUSR732 97247304 PRODUCTS, INC. SMALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SpP 0 No'.M3 D C� BC LL 0.0 PSF HC-ENG CLR/WPF Z,ALPINE". BUILD THE TRUSSES IN I:ONF ORM ANCF W!n+ TPI; 00. CARR ICATI NG. HANDLING, SH IPPfNG, INSTALLATION OR • f J ;r BRAC1Nf, OF iRUSS'.S. TrIiS DESIGN t;ONFORMS WITH AVPLICABLE PROVISIONSOF ND$ (NATIONAL DESIGNt LL T0T.L D 37 0 PSF SE0N 64209 SPECIFIfATION PUBLISHEL) Br TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAT4 QF'R CCONNECTORS ARE MAGE 20GA ASTM Ar53 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TRUSSU S EACH FAIL Uh 1RllS5, ANI, Ull [ OiHlRWISE LOCAIE9 ON THIS DESIGN, POSITION CONNECTORS PER '• ��tt}Q , D U R.FAC. 1 . 2 5 FROM P A P O O DRAWINGS 1"s0. 150 AALI :GO A F. cry T"'NEER'S SEAL ON THIS ORANING APPLIES ONLY TO THE DESIGN A� ...E�C3>` SPACING 24.0" OF THE TRUSS DE4ICTE, IERE ANO SHALI. NOT BE RELIED UPON IN ANY OTHER WAY. ��ED (970756-HOUSE ACCOUNT ISAAC RES - T9 34' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 07-05-01 W5X5= W2X4111 W2X4111 W5X5% 5 5 W5X5—z�- 8-0-0 ri W3X6 (Al) = W5X8= W5X8= W3X6(Al) 1-0-0 1-0-0 i 17-0-0 I 17-0-0 _I j 34-0-0 Over 2 Supports —J R=1312 W=3.5" U=810 R=1312 W=3.5" U=810 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STm .2b5 FL/- /2/-/E/-/- Scale *`WARNING" TRUSSES REOUIRE FZTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20 0 P S F R E F R732- -52282 L�J BRACING. REFER, TO HIH 91 (HANDLING, INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOF.O OR.. SUITE 200. MADIN, WI 53719), FOR SAFETY PRACTICES PRIOR TO p O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISESOINDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \�ER �� T D L 7 .0 P S F DAT E 09/04/97 STRUCTURAL PANELS. BOTT DM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'J� "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDG BC DL 10.0 PSF DRW HCUSR732 97247303 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SSP 090:8763 r Z�TR�USS Lo BUILD TUE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR f 1 B C L L 0.0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. :HIS DE SIGH CONFORMS W[TH AD PL IC ABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT. L D 3 7 0 P S F S E 0 N 64193 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE STAT CONNECTORS ARE MADE OF 2OGA AS Ao53 OR 37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �j E OF D U R.FAC. 1 . 25 FR0M P A P EACH FWINACE OF TRUSS, All UNLESS OiriE HW1SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I r;LQ�t •F� T O OFATME�TRV 5O5 DE POj CTED MEREAAND SHALLNNOTEBE REl1ED UPC NII IN ANYWONMER PWAYES ONLY TO THE DESIGN Tom..,_. �NV S PAC 1 N(` 2 4.0" (970756-HOUSE ACCOUNT ISAAC RES - T8 34' Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 06-07-01 W5X5= W5X5= 4J5X5% W5X5--- W2X4o� 5 r 2!" 8-0-0 W3X6 (A1) W3X4= W5X8= W5X8� W3X = W3X6 (Al) 1-0-0 I�0-00 I 15-0-0 1 4-0-0 I 15-0-0 J 34-0-0 Over 2 Supports J R=1312 W=3,5" U=820 R=1312 W=3.5" U=820 PLT TYP. Wave TPI -95 Design Criteria: TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale =.1875" Ft. O r--I = **WARN ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20 O P S F R E F R 7 3 2- -52281 L_J BRACING. REFE0. TO HIB-91 (HANDLING, INSTALLING, AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ON0F 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO rG tf /� O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �.�-• •P,�/ T C D L 70 P S F DATE 09/04/97 STRUCTURAL PANELS, BOTTOM CHORE) SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��•P"f1F1(`•�ti "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G� q��2 BC DL 10. 0 PSF DRW HCUSR732 97247302 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 $�p O�la�P063 �. OrAl BUILDiltETRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR / BC LL 0.0 PSFHC-ENG CLR/WPF LPINE BRACING GF TRUSSES IRIS DESIGN CONFORMS WITH APPI ICABLE PROVISIONS Of NDS (NATIONAL DESIGNSPECIFICATION PUBLISHEDBYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' � TOT.L D. 37 .0 PSF SEQN64190 RT TRUSS CONNECTORS ARE MADE OF By ASTM Ao53 GR37 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO (51� `S�j T E OF . D U R FAC. 1 . 2 5 FROM P A P U l\J EACH FACEI 1 OF 11.TRUSS. AND UNLESS OTnERWI SE LOCATE ON THIS DESIGN, POSITION CONNECTORS PER t,> 1� ';• ` O O OF AT HE G TRUSS GEPOC TE1) HEREAANE SNALLNNOTEOE REI IED OUNONHIN ANYWON HERPWAYES ONLY TO TME DESIGN L• SPACING 2 4.0" •(970756-HOUSE ACCOUNT ISAAC RES - T7 34' Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 05-09-01 W5X5= W3 X4 W5X5- W3X4� W3X4� 8-0-0 143X6 _ W2X4III 145X8= W5X8= W3X6(Al)W2X4III Al) — 1-0-0 1-0-0 I 13-0-0 I 8-0-0 I 13-0-0 I �E 34-0-0 Over 2 Supports J R=1312 W=3.5" U=820 R=1312 W=3.5" U=820 PLT TYP. Wave TPI-95 Design Criteria : TPI-95 STIR .2b5 /FL/-/2/-/E/-/- Scale —.1875"/Ft. O O ^WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20 0 P S F R E F R732- -52280 BRAC ING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, C 53719), FOR SAFETY PRACTICES PRIOR TO ..�f n PERFORMING TUE SE FUNCTIONS, UNI ESS OTHE0.WISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �I E' r / TC DL 7 0 P S F DATE 09/04/97 STRUCTURAL PANELS, BOITOM CHORD SHAIL HAVE A PROPERLY ATTACHED RIGID CEILING. 'y O D i "' BC DL 10. 0 PSF DRW HCUSR732 97247301 "IMPORTANT^ FUHNI SN t COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G PRODUCTS, INC. SHAL, Nil 8E RESPONSIHLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO $k P 0 No,N83(.�,7%�,� O BUILD THE TRUSSES IN i;ONFJRMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLATION OR • B C L L 0 0 P S F H C-ENG C L R/W P F r'FR LP INE\[� BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICA8LE PROVfS10NS OF NDS (NATIONAL DESIGN TOT. L D. 37 .0 P S F S E O N 64187 — SPECIFICATION PUBLISHED 8! THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'STATk OF T 7I C C LL\\--��� CONNECTJRS AREMAGEOF YOGA ASTM A653 GR37 GALv. STEEL, EXCEPT AS NOTE APPLY CONNECTORS TO �N `gyDUR.FAC. 1 .25 FR0M PAP V 1J I,J EACH FACE OF TRU.;S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Yds..`�{y. O ODRAWINGS 130, 150 AND 100 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN ��1C? S P A C I N G 2 4.0" 0F THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. .(970756-HOUSE ACCOUNT ISAAC RES - T6 34' Ste down Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #¢2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP ##2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP ##3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-11-01 W5X5- W2X4III W5X5= W2X4� 5E— —, 5 W2X4% -zz"' �8-0-0 W3X6 (Al) = W5X5- W3X8= W5X5= W3X6 (Al) _ 1-0-0 1-0-0 I 11-0-0 I� 12-0-0 I 11-0-0 J 34-0-0 Over 2 Supports J R=1312 W=3.5" U=820 R=1312 W=3.5" U=820 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 ST® ,2b5 FL/-/2/-/E/-/- Scale =.1875" Ft. O O - WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C, L L 2 0.O P S F R E F R732- -52279 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 9NST I TUT E. 583 D'ONOF 10 DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO GGFFpp (� O PERFORMING THE SE FUNCTIONS. uNiESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED tt;--"iF q�/Jf� T C D L 7 O P S F DATE 09/04/ 7 7 STRUCTURAL PANELS, BOTTOM CHORD 'HALL HAVE A PROPERLY ATTACHED RIGID CEILING. O BC DL 10.0 PSF DRW HCUSR732 97247300 "IMROkTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �1 fi'. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO $ P ONO.12YE3 o ALP INE o BUILD THE TRUSSES IN CUNfORMANCF HIIH TPI; 00. FABRICATING, HANDLING, SNIPPING, INSTALLATION OR f f� ( r BC LL 0.0 P SF HC -ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS NATIO AL DESIGN /V+lff T 0 T L D 37 .0 P S F S E 0 N 64184 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF' CONNECTORS ARE MADE Of 20GA ASTM A653 GR 3] GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,,gyp, D U R FAC. 1 . 25 FROM P A P TRU S S EACH FACE OF TRUSS, All UNLESS O1nF ANENNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �ri•�l�t1l. 1 O O DORATHEGTRU SO DE POICTED HERE AANO Sn AL LNNOTEHE REl1ED UP ONHIN DANYWOTHERPNAYES ONLY TO THE DES[GX V �-�-N� SPACING 24.0 " (970756-HOUSE ACCOUNT ISAAC RES - T5 34' Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-01-01 W5X5: W3X4= W3X4= W5X5= W 2 X 4 W 2 X 4 5 8-0-0 W3X6(Al) = W5X8= W5X5= W5X8= W3X6(A1) = 1-0-0 1-00;•0 I 9-0-0 16-0-0 I 9-0-0 J fF 34-0-0 Over 2 Supports J R=1312 W=3.5" U=820 R=1312 W=3.5" U=820 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale =.1875" Ft. O L� "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20 0 P S F R E F R732- -52278 BRACING. REFER IO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFIO UR., SU RE 200, MADISON, WI 53715). FOR SAf ETY PRACTICE' PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SEAL HAVE PROPERLY ATTACHED p.�. F1�' r/,` TC D L 7.0 PSF. DATE 09/04/9 7 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •(�C' 4,g.�/ "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G �. BC DL 10.0 PSF DRW HCUSR732 97247299 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S@ P ONo.22 O O BC LL 0.0 PSF HC-ENG CLR WPF �'NS:� BUILD TME TRUSSES IN CUNEORMANCE WI 111 iPl; OR FABRICATING, HANDLING, SNIPPING. INSTALLAi[ON OR •� T • BRACING OF TRUSSES. int, DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ; t TOT.L D. 3 7.0 P S F S E O N 64181 SPECIFICATION PUBLISHED by THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE CONNECTORS ARE MAGE OF 206A ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S�jTAT E'.QF D U R . FAC. 1 . 25 F R 0 M P A P EACH FACE OF TRUSS. AND UNLESS UIHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �; T O O O OF ATHEGTRU SOS UE POCT NO nEREAAND SHN'EN„OTEBE RELIED UUPONH IN AANYWOTHER P WAYES ONLY TO THE DESIGN ,•ti\�\ S PAC 1 NG 24.0" (970756-HOUSE ACCOUNT ISAAC RES - T4 34' Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #k2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP ##2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP ##3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 03-03-01 W5X5= W5X5= W5X5= W5X5= 5 r (A) (A) 5 8-0-0 W3X6 (Al) W5X5= W5X5= W5X5= ( ) = W3X6 (Al) 1-0-0 I-0-0 I 7-0-0 20-0-0 1 7-0-0 I (E 34-0-0 Over 2 Supports � R=1312 W=3,5" U=830 R=1312 W=3.5" U=830 PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STm .2b5 FL/-/2/-/E/-/- Scale =.1875" Ft. O lJ "WARNING" TRUSSES REDUIRE 19TRIME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -52277 BRACING. REFER TO 1118 91 IHANDI-ING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0 ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO GF [� O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,�+ '•�"� T C D L 7 0 P S F DATE 09/04/97 STRUCTURAL PANELS. HOT-.01l CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ICING. D O 'IMPORTANT" FURNISH A COP'S CF I"IS DESIGN TO 111E INSIALLATION CO,TRACTOR. ALPINE ENGINEERED 'GLTC DL 10.0 PSF DRW HCUSR732 97247298 PRODUCTS II S LL N HE k I'A 18LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Tep ONO. T' ''TL�N t BUILD PRODUCTS. TRUSS: III : NFORMA W:111 TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR ,Y � U C L L 0 O P S F HC-ENG C L R/W P P A`�T' """ BRACING Of I�SJS'S S ..1 f CO 0 MS WI IH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN +✓ TOT. L D. 37 . 0 P S F S E O N 64178 -- � SPECIFICAT uA 1!1!11 rE[ L f Alll.CAN FOREST IND PAPER ASSO'IAT ION) AND TPI ALPINE •'(Q� �Q' 7'�T 7 `[1 CONNECT RS R_ .i If -. :,;3 GR37 GAIV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EI DUR [--A/` 1 2C FFTOM PAP 11 R U S l\J EACHW I fArP Of -R„ r. uH �c.tW,SE LOC A"' ON THIS DESIGN, POSITION CONNECTORS PER `yV+���•���(�`.` FAC J f\ f_/'1 O OFA THE TRUS, ["Yi1 Trc) ;ARE ANI; SIIAII NNOTEBE RELIED UPONHIN AANYWOTHER P WAY. SPACING DNLY TO THE DESIGN �b�•y. 1C� S PACING 2A .0" (970756-HOUSE ACCOUNT ISAAC RES - T3 34' Stepdown Hip Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense :T2, T3 2x6 SP SS: 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x6 SP SS ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP a#3 :W2. W8 2x4 SP #2 Dense: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.58" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. AND 0.49" DUE TO DEAD LOAD AT X = 17-00-00. RECOMMENDED CAMBER 3/4" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-05-01 W6X8= W3X4= T2 W7 X8 T3 W3X4= W6 X8=— — 5 it W *8-0-0 W2X4III HS612= W3X8- HS612= W2X4111 W4X8 (AI) = W08 (A1) 1-0 0 1-0-0 5-0-0 I 24-0-0 I 5-0-0 —1 1- 34-0-0 Over 2 Supports R=2078 W=3.5" U=1290 R=2078 W=3.5" U=1290 PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI-95 STID .2b5 /FL 2 - E/-/- Scale =.1875" Ft. WARNING" TRUSSES RED 11 FYTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20 0 P S F R E F R732- -52273 BRAC 1116. REFfR 10 IIIOLI (IIAN;)I ING INSTALI INf, AID HR AL;I NG), PUUI.I SNLD BY FPI (TRUSS PLATE INSTITUTE, SB3 D'ONOf10 DH., SUITE Z00, MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO C+A P PERf OHMiryf, THE SF FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ���.-�z 1��^q kA TIC DL 7 0 P S F DATE 09/04/97 STRUCTURAL PANELS. BOTTOM CHORD 4,"ALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� O O *`IMPORTANT" FURNISH A COPY 07 IRIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��1` '. BC DL 10. 0 PSF DRW HCUSR732 97247297 PRODUCTS INC -LL NUT KRE PUN IHLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Sep a19o.2983/fl� BUILD A O THE TRI�.i IN "NFCRMAN 11111 TPI, OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR (( •- B C L L 0 0 P S F HC-ENG C L R/W P F AL1 �' `E BR ACI N! OF ,R,—I ILIA Dt 1 Ch i.ONFURMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t 1f�J TOT. L D. 3 7 .0 P S F S E 0 N 641 7 2 \� SPECIFICATION PULi ISHED Br FH{ AMER;CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAT T7{.-�� C CONNECTORS ARE MA OF [DOA ASTM Ac53 GR 37 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �� j\U S J EACH OF iR ,C, ND uhLE.S JTo1,WISE LD(ATED ON THIS DESIGN, POSITION CONNECTORS PER S•��q•���;.� D U R. FAC. 1 . 2 5 FROM P AP O O O DRAW NOS 130. 150 AN 11 100 A F. All ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN �'/.'��� SPACING 2 4 0" OF THE TRUSS DE F'ICTLI) HIRE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ",GLI L' 970756-HOUSE ACCOUNT ISAAC RES - T2 11 '4" Special) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #p2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #k2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP ##3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-08-06 W4X4= 5 'l 5 8-0-0 W2X4111 W2X4(A1) = W2X4(Al) Ij-o-o I_ 5-8-0 5-8-0 ,1 11-4-0 Over 2 Supports J R=477 W=3.5" U=320 R=415 W=3.5" U=240 PLT TYP. Wave TPI -95 Design Criteria: TPI-95 STm .2b5 FL/-/2/-/E/-/- Scale= /n = .'WARNING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20 0 P S F R E F R 7 3 2- -52272 BRACING. REFER TO IIIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O%1 10 UR„ SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `p,�+�C�r';F C�IA, TC DL 7 .0 P S F DATE 09/04/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Sl '.VA_, p O *IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'G� �'. DC DL 10.0 PSF DRW HCUSR732 97247296 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S'2P �0.2 ALPINEc' BUILD THE TRUSSES IN CONFORMANCE KITH TPI; Oft FABRICATING, HANDLING, SHIPPING. INSTALLATION OR C L L 0.0 P S F HC-ENG C L R W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN y/ /J'fL^(�/ T 0 T.L D. 3 7 .0 P S F S E A N 64165 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE , STATE�F T7 1 7 T( ( CONNECTORS F T MADE OF [OGA ASTM A6S3 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '^M` D U R.FAC. 1 . 2 5 FROM P A P 111\U 1S J EACH FACE OF TRUSS, AND UNLE`_S OTHLRwi SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (,�/R O O OFAT HEGTRUSSS OEPOCTED HERE RAND SHALLNNOTE BE RELIED UUPONI'IN ANY OTHER WAVES ONLY 70 THE DESIGN •rpty�GN� SPACING 2A .0" (970756-HOUSE ACCOUNT ISAAC RES - T1 11 '4" DROP GABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI . _ BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. - ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC From 74 PLF at 0.65 to 74 PLF at 10.68 BC From 20 PLF at 0.00 to 20 PLF at 11.33 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS RESPONSIBILITY OF THE BUILDING DESIGNER. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-04-09 W2X4 III W4X4= 5 i 5 W2X4 (D1) = W2X4(D1) 0-0-4 0-0-48-0-0 W2X4 III W2X4 III W2X4 III I, 5-8-0 5-8-0 J 11-4-0 Over Continuous Support R=94 PLF W=11-4-0 U=120 PLF PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STm .2b5 O *BFL/-/2/-/E/-/- Scale =.375" Ft. CkTRUSSESR IREEXTREME IN FABRICATION, AN7SHIPPING, INSTALLING T TC LL 20.0 PSF REF R732- -5227 0 RACING. REFERHB91 (HANDLING INSTALING AND BRACING), PUBLISHEDBYTPI (TRUSSPLAT JNSTITUTE, 5B3 D'ONOFIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO E.R.h PERFORMING THESE FUNCTIONS. UNLESS OTHE0.HISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �� �!CI T C D L 7 0 P S F DATE 09/04/97 �Q,�tFIC•N O O STRUCTURAL lAllLl. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4•,••' BC DL 10.0 PSF DRW HCUSR732 97247295 **IMPOkTANT*" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G �'wg 1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAT10M FROM THIS DESIGN; ANY FAILURE TO Sep (N6.2 0 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR • t ♦ B C L L 0.0 P S F HC-ENG C L R/W P F OftACIN. OF TRUSSES. THIS OE SIGN CONFORMS W[TN APPLICAOLE PROY[S[ONS OF NDS (NATIONAL DESIGN " TOT. L D 3 7 0 P S F S E 0 N 64162 SPECIFICATION PU DLI SIZED HY (HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TEACH FACE ARE MADE OGA ASO AiFRW GR37 GALE STEEL, EXCEPT AS POSITION APPLY CONNECTORS TO �j D U R . FAC. 1 . 2 5 FROM P A P EACH FACE Of TRUSS, AND UrvL E55 OT:.+E RWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��AS•;LQ�� •�� O O O OF THE TRUSS DEPICTED HERE„AND SHALEN NOTE BE RELIED UUPONTHIS IN ANYDRAWING OTHERAPPLIES ONLY TO THE DESIGN ^`�w\V SPACING P A!`T AI/` 24. " TREE CONSERVATION BOARD Minutes of meeting of June 2 , 1997 The Board held its regular meeting on Monday, June 2 , in the Conference Room of City Hall. Present were: Hope Van Nortwick, Chairperson Mae Jones Rick Beaver Rick Bell Staff: Carl Walker, Board Coordinator Chairperson Hope Van Nortwick called the meeting to order at 7: 30 PM. The only application for consideration was for pro- perty described as Lot # 6 , Block # 149, Section H. Robert Isaac, the owner/developer, introduced himself to the Board. The Board members complimented the applicant on the proper marking of the trees, on site, as well as the preparation of the tree survey. Mr. Issac verified the DBH size of 2 oaks in the north rear of the lot. He also explained that the trees at the front require removal due to the 2 .8 'elevation change. Discussion followed between the Board and the applicant on saving 2-6" DBH oaks in the front of the lot, and a 8" DBH oak at the corner. By preserving these trees, the mitigation require- ments will be considerably reduced. Also, a 4" DBH oak on the north side of the lot could be saved as mitigation. Mr. Isaac was agreeable to altering the plans in order to save the trees noted above and the changes were so marked on the original survey. Hope Van Nortwick explained the process should it became necessary to remove any of these trees as a result of construction. Rick Beaver moved to accept the application, with adjustments that the 4" DBH oak on the north side of the lot, the 2 - 6" DBH oaks at the front of the lot, and the 8" DBH oak at the front corner, will not be removed, and that one 4" DBH oak be replanted, at a location of the owners' discretion, on site. Rick Bell seconded and the motion passed unanimously. Mae Jones announced that she and Herschel Shepard will meet with the Beaches Historical Society on Thursday, June 5 . She will report the results at the next regular meeting.