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permit 1003 Jasmine Street CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ' ATLANTIC BEACH,FLORIDA 32233 . . INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029038 Date 10/01/04 Property Address . . . . . . 1003 JASMINE ST Tenant nbr, name . . . . . . SCRN RM W/ NEW CONCRETE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4198 Owner Contractor ---- -------------------- ------------------------ RICE, HARVEY. & VIRGINIA TROPICAL ENCLOSURES INC. 926 N. 9TI+ AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-2298 ---- --- - --- --------------------------------------------------------- --- --- -- Permit . . . . . . BUILDING PERMIT Additional desc . ,. Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4198 --- ----- ------------------------------------------------------------------- - Special Notes and Comments SCREEN ROOM PERMITTED TO EXTEND FOUR FEET INTO THE 20-FOOT.REAR YARD SETBACK, BUT SIXTEEN (16) FEET MUST BE MAINTAINED BETWEEN REAR `LOT LINE AND SCREEN ENCLOSURE. Fee summary Charged Paid Credited Due Permit Fee Total 55 . 00 , 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY iN;ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL JOBADDRESS 3 TYPE WORK PROPERTY OWBC4TELEPHONE 1 n -#7s-� CONTRACT m Fmom a V 6 -3 7 7 PERMIT NUAOM DATE INSPECTIONS FOOTING SLAB TIE BEAM LINTEL NAILIIV(�/SHEATHIIVG FRAMINGIiCOYER UP /`Z-lSk-oy INSULATION FINAL BUILDING - - ' TMCATE OF OCCUPANCY C 2�8`1� ELEclRICAL PERM" INSPECTIONS ROUGH FINAL mczm ICAL PERmm INSPECTIONS ROUGHFINAL PLUABVGPERAR D 94-'s INSPECTIONS ROUGWUIVDERSLAB TOPOUT i 2-i Y_ WA TE R SEWER NOTES J CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029038 Date 10/01/04 Property Address . . . . . . 1003 JASMINE ST Tenant nbr, name . . . . . . SCRN RM W/ NEW CONCRETE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4198 Owner Contractor ------ --- --------------- ------------------------ RICE, HARVEY & VIRGINIA TROPICAL ENCLOSURES INC. 926 N. 9TH AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-2298 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4198 -------------- --------- ----------------------------------------------------- Special Notes and Comments SCREEN ROOM PERMITTED TO EXTEND FOUR FEET INTO THE 20-FOOT REAR YARD SETBACK, BUT SIXTEEN (16) FEET MUST BE MAINTAINED BETWEEN REAR LOT LINE AND SCREEN ENCLOSURE . Fee summary Charged Paid Credited Due ---------------- - ---------- ---------- ---------- ---------- Permit Fee Total. 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING .r. OFFICIAL BPQ06U01 CITY OF ATLANTIC BEACH 9/27/04 Edit Narrative 8 : 49: 47 Application number, type 04 00029038 SCREENED ENCLOSURE Property address . . . . . . 1003 JASMINE ST Type information, press Enter. Screen room permitted to extend four feet into the 20-foot rear yard setback, but sixteen ( ) feet must Be maintain-ed— between rear lot line and screen enc osure. More. . . F3=Exit F5=Copy line F6=Insert line F7=Delete line F24=More keys Cc: t, AL�t;Jf3 CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. Hi ins sl 800 Seminole Road S. oerr, � r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 4 Property Address: 1 0 0 3 J O MANE GT- Applicant- T a U P 1 CM- E N C LO C U�t 5 Project: S G R f-'E N Ro o M \N t T h N Eye Thi s permit application has been: G?peApproved F-� Reviewed and the following items need attention: /&- Z2� Please re-submit your plication when these items have been completed. Reviewed By:'7;- Date: 4 lF- c;!. y r j GI 6l OF,gT[1:,U riC BEACH CITY OF ATLANTIC BEACH 21 SEPBUILDING PERMIT APPLICATIN (ALTERATIONS/ADDITIONS) �Y: f Dt l Job Address: l Owner of Property: Address: YW, Telephone: / Legal Descriptio Block Number: Lot Number: Zoning District: Contractor: C�'�1/�J " , S^ r� State License Number: Contractor's Address: / / (1E�i.CQ, /Z,17, ,J1114 `3 Telephone: 4 /- � 1� Fax: G����� Describe proposed use and work to be done: _S�e ,0 Present use of land or building(s): 51 N G'ti, Valuation of proposed construction: —U What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? es& New electrical or increase in service? New plumbing fixtures? New fireplace? Azlof New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? 4_)eO_If yes, please submit with this application. Wills project involve changes in elevation,site grade or any use of fill material or the removal of any trees? N0. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page I Revised 1/14/03 4. In addition to construction and engineering detail, plans must contain the following information as appropriate for the e of work e' K gtype being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. X. 6V �T G '. Signature of owner: Date: I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: !iY- Date: J Address and contact information of person to receive all correspondence regarding this application (please print), Name: jo Mailing Address: Telephone: FaxE-Mail: AS TO OWNER: Sworn to and subscribed before me this --L day of 7`- 20 State of Florida�Cattn-ty-o-f Duval---N .............N...... 'onI,ROY ROmPOGY 1� Notary's Signature: _ `��p g Expires 51272006 ggrdadttvut600AU Personally known N00-' FlorWl Nowy AW,V4 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this�� day of , 20&. State of Florida, Co-unty of Duval ..N..........................�_r� E ROY ROCKHO� Notary's Signature: Comm#D00121151 3$ VS_ Expires 5/272006 i � Bonded thru(800)432-42545 Personally known IN," Florida Notary Assn.,inc : ❑ Produced identification �.N......N\NNNN./NN.N..NNI......s.t Type of identification produced 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904) 247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S HiOe`ns 800 Seminole Road J �r Atlantic Beach,Florida 32233 (904)247-5800 r�Jaid (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04 - 29030 Property Address: 10 0 3 J A 6 M ST Applicant: TROP 1 C A L � C 1-0 5 W R'�Co Project: SG�LrSN p,aDM Wjjj� This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Ulk- Date: ��� J ty CITY OF ATLANTIC BEACH `E, , f BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: _' 9—k 1)y Job Address: Owner of Property: Address: Telephone: Legal Descriptio : Block Number: Lot Number: _Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: lir n?m� Present use of land or building(s): 5)1",4 �/(7'� Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? 4 New plumbing fixtures? /U,4 New fireplace?� New heatinglair conditioning?--- — Is approval of Homeowner's Association or other private entity required?ot) If yes, please submit with this application. Wills project involve changes in elevation, site grade or any use of fill material or the removal of any trees? N0. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite Issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page I Revised 1/14/0, Ln addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and otber Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. 45V Li Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any mariner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: '!iY— Date: Address and contact information of person to receive all correspondence regarding this application (please print), Name: /-1/6 Mailing Address: Telephone: G� E-Mail AS TO OWNER: Sworn to and subscribed before me this` day of , 20 0 State of Florida,-County of Duval- % ROY ROCCKKH{O-D 1M/y� comm#DDo1211s1 Notary's Signature: ,0rav _ Exp� iresU2712WS;= Bw%dW M+(Wo)=2 Personally known AM IN °i{ {{.,,., 'N::°�'.••� Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20&, State of Florida, County-of Duval ROY ROCKHOt.D Notary's Signature: COmm#DD0121151 ,5/2712008 �$s � ; , eFi«aa NotaryAssn., a ' �rsonal ly known nc ❑ Produced identification Type of identification produced 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.f.us Page 2 Revised 1/14/03 i 2072 Mayport Rd. Atlantic Bch:, FL 08M /00 I �. 2f i ADO 3 /Me Sl Z�Z . T Copy It '!xl hxz lit CY T FILE COPIT-1. L h A N A 0 0 0 - NNV! m}}m�m ILI' C OP. 11 F .,..... ... .,........._....� _ t. ...__..�y..... ..... _. ,_... __..._ Z/4 F MAP SHOWING' BOUNDARY SURVEY.''OF LOT , 5' BLOCK 181 , AS SHOWN ON": M.AP . OF ' SECTION,: "H"' 'ATL'#�NTIC. BEACH AS RECORDED 1N PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: E3ESTCON'.'INCL BEARING, REFERENCE: N01'22'00"W FOR THE EASTERLY R W LINE FOR CAMELIA STREET. ELEVATION SHOWN THUS: 10.0 REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: HARVEY C. & VIRGINIA E. RICE OLD REPUBLIC NATIONAL TITLE INS. CO. BLANKENSHIP LAW FIRM, P.A. HOMES/D 1ENd/Nc. , JNC. L 0 T 4 L. 0 T 5 L 0 T 6 B L 0 C K ' 1 2 S01 *22'007E x 50 00' 3' WIRE ,FENCE UNK FENCE 8 L O C K 1 1 ,! �1NOJ L 0 T a w CONVSC�E L I w O • O 13.5' t.IS.0' a gN o �9��, , 0' Q N - �FILE COPY u Wu- � CL >_ 0 W 20.0 Z EI H W w 13.5' o Qo s J Lo Lo !m O M WM U) W tt.e' 9.8' W Z , a .N SET IRON 220,00 LO 2t70400, N O 1 '2 2'00"W 50.00' JASMINE STREET (50' RIGHT OF WAY) a� REVISIONS III l i i F ij (i I h Tropical Enclosures Inc 2479241 P• 1 Book 12050 Pane 1059 5 MIN. RETURN PNON!# NOTICE OF COMMENCEMENT State of Tax Folio No. County of 4Z40 To Whom It May Concern: AM Tho undersigned hereby informs you that improvements will be made to certain real propeity,'and in accordance `�L. with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. �V p Legal descri tion of property being improved: . i __ AL1_Ce/1 � Address of property being improved: / 3 0—A5y General description of improvements. Owner ''� 77F tc Address: 14k)3 Owner's interest in site of the improvement: AL1. Fee Simple Titleholder(if_other than owner): Name: Address- Contractor: �. Address: ley— ' Phone No: Fax o: 7 / Surety(if any): Address: Amount.of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents maybe served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy.of the Lienor's Notice as provided in Section 713.46 )(b),-Florida Statues. (Fill in at-Owner's option Nam c' In Address: Phone No:. Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified)- THIS SPACE FOR RECORDER'S USE ONLY. OE Hook: 10515 Signed: W�* Date:_ � Pa e05Before me this day of in the County Fileds 61Reco8rded o Val,State of Florida,has personal 'appeared 09/21/2004 09:19:09 AN Jill FULLER CLERK CIRCUIT COURT NotaryYublic at Large, State of Fio 1 �� o Zr1s11 DUVAL COUNTY My commission expires: RECORDING i s Personally Known: sio�wa aw teoo�ass� ��DDITIONAL s Produced Identification: �' 01/281'1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 03 FORM 600/,97 FLORIDA ENERGY EFFICIENCY CGDE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1190 Builder: BESTCON Address: Lot,61181, ub:ALTJf3EACH, Plat: Permitting Office: City, State: Permit Number: Owner. Qf11a.�.f:_c. �-- -' Jurisdiction Number: Climate Zone: North 33 1. Now comtruction or odstim g New — 12. Cooling systems 2. Single tinnily or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-faaily 1 _ SEER: 10.00 _ 4. Number of Bedroom 3 _ b.NIA S. Is this a worst ase? Yea _ 6. Conditioned floor an 02) 1190!i' c.WA _ 7. Glass area a Clear-single pate 0.0 tN 13. Hating systems b.Clear-double pmt 144.0 fl' _ o. Electric Heat PUMP Cap:30.0 kBtu/hr _ c.ThWather SC/SHGC-single pone 0.0 W _ HSPF:7.00 — d.'rudother SC/SHGC-double pate 6.0 R' b.N/A 8. Floor"as L Slsb-Oa►C'yr'adc Edge busAstion R-0.0,170.0(p)R _ c. N/A b.N/A _ c. NIA 14. Hot wooer systems 9. Wail Was _ a. Elecbic Resistance Cap:50.0 gallons — a. Frame,Wood,Exterior R-11.0,1024.0 R= _ EF:0.96 _ I b.Frame,Wood,Adjacent R-11.0,182.0 W b.NIA c. N/A d.N/A _ C. Cai0D Wtdif o.WA (Hsi Hat recovery,Solar 10. Ceiling types _ DHP-Dediatod beat pump) a.Under Attic R-30.0.1208.0 fe _ 15. HVAC credits _ b.Under Attic R-19.0,100.0 W _ (CF-Wing fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Progtammabic Tha mostat, a. Sup:Une. Ret:Unc. AH:Garage Sup.R=6.0,125.0 R _ W-C-Multizone cooling, b.N/A MZ-H-Multizone hating) Glass/Floor Area: 0.12 Total as-bulk points: 18247.00 PASS Total base points: 18771.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculationWinncepliawish the Florida specifications covered by thissEnergy Code. calculation indicates compliance PREPAREDBERT MILLER with the Florida Energy Code. DATE: �- /� .� �z/ Before construction is completed this building will be inspected for lance �•�b ¢ I hereby certify that this building,as designed, is in compliance with Section 553.908 v complian Iorida Energy Code. Florida Statutes. OWNE GE � � 4 BUILDING OFFICIAL: DATE: F IZ 90*0 DATE: i 0 *3 o EnergyGaugeO(Version: FLR3PA 2.02) Received Time Aug . 17 . 1 :22PM 01128!1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 04 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:611$1, Sub:ALT.BEACH, Plst: , , , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type= Omt Len Hgt Area X SPM X SOF = Points As 1190.0 35.05 7090.3 Doubts.Clew N 1.3 5.0 15.0 19.22 0.93 268.0 DOubie,Clew N 1.3 2.0 8.0 19.22 0.78 119.5 Double,Clear E 1.3 2.0 4.0 40.22 0.63 101.2 Double,Clea E 1.3 5.0 30.0 40.22 0.90 1064.1 Double,Char E 1.3 6.0 34.0 40.22 0.93 1277.7 Do",Clear S 1.3 5.0 15.0 34.50 0.83 431.9 Double,Clear S 1.3 3.0 8.0 34.50 0.70 192.0 Double,Cleat W 1.3 8.0 30.0 36.99 0.97 1074.8 As4ki It Totel: 144.0 4549.1 WALL.TYPES Area X BSPM Points Type R Value Area X SPM = Points Ad4joent 182.0 0.7 127.4 Frame,Wood,Exterlor 11.0 1024.0 1.70 1740.8 Exoerior 1024.0 1.70 1740.8 Rama,Wood,Adjacent 11.0 182.0 0.70 127.4 Baan Total: 1209.0 19602 A*4kdlt Told: 1206.0 1988.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Irauleted 20.0 4.10 82.0 Exterior 20.0 8.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Dela Total: 300 1011.2 As4kat Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points under Aft 1190.0 0.60 714.0 WWWAft 30.0 1208.0 0.60 724.8 LVKWAttte 19.0 100.0 1.10 1 i0.o now Taal: 1190.0 714.0 A*4kMt Totah 1308.0 834.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(0) -37.0 4290.0 Sleb0n4rade Edge InsutoMon 0.0 170.0(p) -41.20 -7004.0 PAW" 0.0 0.00 0.0 Bass TOM, 41290.0 A*4h t Total: -7004.0 INFILTRATION Area X BSPM - Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EneWftupoe WA Fenn OE___ FLRWA 2.02 Received TA-97 ime Aug - 17 . 1 : 22PM 01/28/1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 05 FORM 60OA-87 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lam:V181, Sub: ALTAEACH, Plat: ,,, PERMIT#: BASE AS-BUILT Summer Base Points: 15687.6 Summer As-Built Points: 12508.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Mulbpller Multiplier Points 12606.8 1.000 1.047 0.341 1.000 4489.9 15687.8 0.3573 5605.2 1 12508.8 1.00 1.047 0.341 1.000 4469.9 EnwwGmup -WA Forth 800A-97 Ensfp G&uq@&RwWWEw FLFWA 2.02 Received Time Aug . 17 . 1 :22PM 01/28/1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 06 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:S/181, Sub: ALTZEACH, Plant: ,,, PERMIT#: BASE AS-BUILT 01A TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .16 1190.0 8.76 2M.9 Double,Clear N 1.3 6.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 2.0 8.0 14.30 1.01 115.9 Double,Clear E 1.3 2.0 4.0 9.09 1.18 43.0 Double,Chir E 1.3 5.0 30.0 9.09 1.04 283.8 Double,Clear E 1.3 8.0 34.0 9.09 1.03 317.7 Double,Clear S 1.3 5.0 15.0 4.03 1,14 69.1 Double,Clear 3 1.3 3.0 8.0 4.03 1.49 48.1 Double,Clear W 1.3 8.0 30.0 10.77 1.01 325.7 A*43ullt TOW: 144.0 1418.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Ad"nt 182.0 3.6 855.2 Frame,Wood,Exterior 11.0 1024.0 3.70 3788.8 Exterior 1024.0 3.70 37118.8 Franc,Wood,Adjacent 11.0 182.0 3.60 655.2 Base Total: 1208.o 4444.0 A9.8u11[Taw: 9206.0 4444.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 468.0 Aa4lerllt Toll: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1190.0 1.20 1428.0 Under Attic 30.0 1208,0 1.20 1449.8 Under AItlC 19.0 100.0 2.00 200.0 Ow Total: 1180.0 142;.0 Ae49rrB!TOW: 1308.0 1649.6 FLOOR TYPES Area X 6WPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1313.0 Slab-On-Grade Fits Insulation 0.0 170.0(p) 18.80 3196.0 Italsed 0.0 0.00 0.0 Base Total: 1513A Ae-Qullt TOW: 3186.0 INFILTRATION Ares X BWPM Points Area X WPM = Points 1190.0 .0.59 -702.1 1190.0 -0.59 -702.1 EnergyGaupa®DCA Form KCA-97 ErrsrpyGaupeSrROWMEW FUtWA 2.02 Received Time Rug . 11. 1 : 22PM • 01/28/1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 07 FORM 6001-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 61181, Sub:ALT.®EACH, Ptat: ,,, PERMIT#: BASE AS-BUILT Winter Base Points: 9227.5 Winter As-Built Points: 10318.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10318.0 9.000 1.064 0.07 1.000 6348.0 9227.5 0.5340 4927.5 10318.0 1.00 1.064 0.487 1.000 5348.0 EnwgyOAup—DCA Form 600 -sr 9 0 Er FLR3PA 2.02 Received Time Aug . 11 . 1 : 22PM • 01/28/1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 08 FORM 60OA 97 (NATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot:81181, Sub:ALT.BEACH, Plat: ,,, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 smo, 50.0 0.86 3 1100 2809.86 1.00 8429.6 A*4kd t TOW: 8429.0 CODE COMPLIANCE STATUS BASE AS—BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5605.2 4927.5 8238.0 18770.7 4469.9 5348.0 8429.6 18247.5 PASS a Erm yGmuW'r OCA Form 60OA-V E m GaugoVIRNWREEW FU"PA 2.02 Received Time Aug • 17 . 1 :22PM 01/2811994 21: 05 9042780366 MCGOWAN'S HVAC PAGE 09 FORM SOOA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: SM81, Sub: AMIMEACH, Plat: , ., PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REtatAREMENTSFOREACH PRACTICE ..__... .__... CHECK Exterior Wittdowa&DOM 1308.1 ABC.1.1 Mw nwrmz chrioso.1L window area'.5 dm1sq.ft.door area. .... Exterior&Adjacent Walls SWA ASC.1.2.1 Caulk,gasket,wwasoun ft or seal between:windows/doom&frames,surrounding wait: fbundedon&well sok or sig plats;joins between exterior wall panels st comers;utility i loenalret ons;batwasn wall parcels&top/bottom plates;between walls and floor. EXCEPTION:From waft where a continuous infiltration barrier is installed that extends _ ftm and is sealed to the foundation to Nre to__. Floors WO.1.A90.1.2.2 Panel Wkwo-:lopeninps>1W sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a�continuous InfNimtbn barrier Is Installed that is sealed to the and aeams. _.... 4 CeMngs 806.1ABCA.2.3 "Ween ware&c"Inps;penetrations of cei"plane of top floor;around shafts,chanes, ' m 1111 ,chimneys,cob' to sealed to continuous ttinuous air border,gaps In gyp board&top plate; attic access.EXCEPTION:Frame carings where a continuous infiltration barrier is _ _ hrebred that is sealed at the dimater,at ,ns,and seams; Recessed Lighting WIZVee 55.1 A13C.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a seated bon with 1l2"clearance&3"from Insulation;or Type IC rated wwiihh t 2.0 efin from ! oorldlllonedwece,tested. --• �• MuK4tory Howes 608.i ADCA.2.5 Air barrier on of floor SLm&between floors. Additional Infiltration(up 8ASAARC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, haw combustim air. 6A-22 OTHER PRESCRtPTIVE MEASURES must be mat or exceeded by all residences. COMPONENTS ..... SECTION P411=IREMEM _ CHECK Water Beaters 812.1 Comply with etlfcisncy requirarients in Table 6.12.Switch or clearly marked circuit _ breaker ekrtft or ctRoR as must be provided.External or buff-in heat trap required. Swimming Pools&Spas 812.1 Spas&lrsated pools must have covers(except solar heated).Non-commercial pools must lows a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. $flower heeds 812.1 Walor flow must be restricted to no more than 2_5yjallons per minute at tl0 PSIG. Air Distribution Systems 610.1 AN ducts,fittings,rnachanical equipment and plenum chambers shall be mechanically attached.sealed.insulated,and installed in accordance with the arteria of Section 810. Ducts In urKw4illoned attics:R-8 Writ.Insulation. HVAC Controls 807.1 1 Separate resdillfacoaswbls manual or automatic themnostat for each,system. i Insulation 804.1.6Q2.1 I-Cn0sAft.R.19.Ccmmonws1W*rsneiliR-11 or CBS R-3 both sides. common ow"A Moors R-11. Energy0atps"'OCA Form 600A-9? EriwW "*VRuMEV RMPA 2.02 Received Time Aug - 11 . 1 : 22PM - 01/28/1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 10 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.9 The higher the seem the more efficient the home. Lot 5/181, Sub:ALT.BEACH, Plat _ , , 1. New construction or existing Now _ 12. Cooling systema 2. Single flmily or multi-family Single family _ a.Central Unit Cap:24.0 kBtuthr _ 3. Number of units,if mufti-family I _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.NIA _ S. Is this a worst case? Yes 6. Conditioned floor ales( 1190 fe c. N/A _ 7. Glass area do type L Clear-single pate 0.0 fe _ 13. Heating system b.Clear-double pane 144.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ a Tint/other SC/SHGC-single pane 0.0 iN _, HSPI:;7,00 _ d.Tint/odwr SC/SHGC-double papa 0.0 ft' b.N/A _ 8. Flom types _ a. Slab-on-Grade Edgt lnstdadon R-0.0,170.0(p)ft _ c. NIA _ b.N/A e. N/A 14. Hot water systs= 9. Wall type a. Electric Resistance Cap:50.0 gallons A, Frame,Wood,Exterior R-11.0,1024.0 W _ EF:0.86 _ b.Frame,Wood,Adjacent R-11.0,182.0 ft' b.N/A r-N/A d NIA _ a Conservation credits _ e. N/A (HR-Heat recovery,Splay 10. Ceiling types _ DHF-Dedicated(teat pump) L Under Attic 9-30.0,12M.0 ft' _ 13. HVAC audits _ b. Under Attic R-19.0,100.0 ft' _ (CF-Ceiling fan,CV-Cross v=dlation, c. NIA HF-Whole house fan, 11. Ducts pT-Progrommable Thermostat, a. Sup:Uno. Ret:Unc. AH:Garage Sup.R-6.0,123.0 R _ RB-Attic radiant barrier, b.N/A M&C-Multizone cooling, W-H-Multizooe heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving fratitres which will be installed(or exceeded) 4 tH!sr in this home before Rita inspection.Otherwise,a new EPL Display Card will be completed �oqs based on installed liarht festlevs. b Builder Signature: Dem.• S /7-2000 Address ofNew Home: CL$IYiLltSL. 6!/ ld City/&Zip: C2 &,ac� x'01 ws 342233 *NOTE: 79te home's estimated energyperform n ce score is only aw "i through the FLARES computer program. This is not a Building Energy Rating.if your score it 80 or greater(or 86 for a US EPAIDOE Energy&ar"'designation). your home may Qualify for ene w efficiency mortgage XE/It(1 incentives Vyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www;fsec.ucf edit for information and a list of certffled Raters. For information about Florida's Energy Efliciency Code For Building Construction, contact the Department of Commututy Fairs at 85LV487--1824. BDWVGt SCO(Veusiom MUM 2.02) Received Time Aug . 17 . 1 : 22PM 01128/1994 21:05 9042780366 MCGOWAN'S HVAC PAGE 11 Residential System Sizing Calculation Summary Project Tale: Class 3 Rating 1190 Registration No. 0 Climate: North 8117/00 Location for weather data: Jacksonville Defaults: Latitude(30) Temp Range(M) Humid' data: Interior RH 50% Outdoor wet bulb F Humidity difference 4 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter tem rature difference 38 F Summer temperature difference 19 F Total heatina load calculation 18971 Btuh Total coollina bad calculation 20216 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Stuh Submitted as%of calculated 150.2 % Submitted as%of calculated 118.7 % WINTER CALCULATIONS Winter Heating Load for 1190 Load comoonent Load ► Window total 144 sqft 3974 Btuh VAK%W Wall total 1206 sqft 3809 Btuh Door total 38 sqft 526 Stuh Ceiling total 1308 sqft 1770 Btuh Floor total 1170 R 5236 Btuh Infiltration 89 cfm 3703 Stuh Subtotal 19020 BWh Duct loss 951 Btuh �•cz+►+�� w•uc+su, TOTAL HEAT LOSS 19971 OW SUMMER CALCULATIONS Summer Coolha Load for 1190 Load COMDonent Load Window total 144 sqft 5220 Btuh Wall total 1206 sqft 2291 Stuh Door total 38 sqft 404 Stuh Ceiling total 1308 sqft 1990 Btuh Floor total 0 Btuh Infiltration 81 cf n 1685 Stuh M,oWiCleeU Internal gain 3300 Btuh � SubtoW(senslble) 14590 Btuh Duct gain 1489 Stuh Total sensible gain 16378 Stuh VA0%) dao%) Latent gain(infiltration) 2687 BWh Latent gain(intemal) 1130 Stuh The stuns med+od uses �system Sizing. Total latent gain 3x37 Btuh PREPARED sy: %J TOTAL HEAT GAIN 1 20216 Stub I DATE: EfWWC,VJPO FLRBPA 2.02 Received Time Aug . 17 . 1 : 22PM (JO08028--LOT 181-5 - T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 N: 2 Complete Trusses Required BOT !CHORD 2x4 SP #2 N :B2 2x4 SP #1 N: WEBS 2x4 SP #3 :W6, W8 2x4 SP #2 N: NAILING SCHEDULE: (12d—box—nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. 100 MPH WIND, 15.00 FT HEAR HGT, SBC. WEBS : 1 ROW @ 4" o.c. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X7= W1.5X3 III W3X4= W5X9 W1.5X3 = T2 12W1.5X3 6 r W8 B2 b 6 3-10-3 J 4 W5X7 W3X7 = 2-0 WO HS612 = 18-1-2 W3X7(A1) s W1.5X3 UI W3X9= W3X5(A1) i (42.0.0.1 142-0-0>1 (� 7-0-0 12-6-0 _i_ 7-0-0 I t' 6-3-8 'r` 7-5-8 'Tc 12-9-0 26-6-0 Over 2 Supports all i R-2005 U-840 W-3.5- R-2007 U-840 W-3.5" PLT TYP. High Stren th.Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:1 FL - i - R - Scale =.25" Ft. ••VARYING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F J A X--4 9 2 5 9 tRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TDI (TRUSS PLATE u��� INSTITUTE. 593 D'ONO FR IO OR.. SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO v�1PERFORMING THESE ; STRUCTURAL PANELS`UBOTTONSCXO DESS SHAOLHNATESA DRODERIYDATTACHED R/61OALL HAVE CEILING,PRODERLT ATTACHED �•�pTBlq .�'�O TC DL 7.0 PSF DATE 09/01/00 "IMPORTANT-- FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED VV�jp����,8�'7� 3 BC DL 10.0 PSF DRW BF SUSJAX 00245408 DROOUCTS, INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO t C. LP E A L P I N E BUILD THE TRUSSES 1M CONFORMANCE KITH TDI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND r{ OS BYO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AANDPPLICABLE PR1OCOVISIOON)NS OF NOS (NATIONAL DESI6N t BTA7E BC LL 0.0 PSF B F S-ENG /F A CONNECTORSSPECIFICATIAREPUBLISHED 206ATASTNMA653AGRAO14 RGALV. STEEL. EXCEPT'A P ER ASIASINOTED. TAPPLYACONNECTORS TO RIO TOT.L D. 37.0 PSF SEAN - 34301 + EACHFACE OF TRUSS. AND UNLESS OT"ERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ALES`' ORA NI NGS 160 A•1. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T BIXIWCVS FiISI$011VCC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS JwLsoonilk.FL A S!/TDII T `1995 SECTIONC2lAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0- 0008028--LOT 181.5 - T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP EHORO 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, e0T SHORD 2x4 SP #2 N 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. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. I W5X6= W1.5X3 III W4X8 W1.5X3 III ' W1.5X3 6 r —t 6 4-10-3 i 4 W5X14 - 2-0 0 812 W3X7(A1) 0 W4X10 � W3X8 W3X4(A1) t W1.5X3 III L*2.0.0.1-1 L.---2-0.0->j T I 9-0-0 8-6-0 _t< _9-0-0 .l.J 6-3-8 '1 , 7-5-8 —1— 12-9-0 26-6-0 Over 2 Supports j R-1092 U-500 W-3.5' R-1092 U-502 W-3.5" PLT TYP• Wave TPI-95 Design Criteria: TPI(STDi 19.Ob1 OTY:1 FL - 1 - - R - Scale —.25"/Ft ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 20.0 PSF REF J A X--4 9 2 6 0 ?aACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .�N INSTITUTE. 583 D'ONOPRIO DR., SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO v�!�•;•H �• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q!.••'SIFI TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEILING. i 6� �19% ;IMPORTANT" FL'1NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = NO.4�88a i BC DL 10.0 PSF DRW BFSUSJAX 00245409 PRODOCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ' ?GILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 05 wD ?RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN s. 8TA OF BC LL 0.0 P S F B F S-ENG /F A ALPINE P I N E SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C:%%ECTCRS ARE MAO1 OF 20 GA ASTM A653 GR[O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO E TOT,L D, 37.0 P S F S E Q N - 34215 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 CRAVINGS 160 A-2. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T RESPONSIBILITY SOLELY FOR THE TRUSS CO-VONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS --d B iNFL CC�PONENT FOR ANr PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" AN517TPI 1 1995 SECTION 2. 0008028--LOT 181-5 - T3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHARD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, BOT CHORD 2x4 SP #2 N 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. CALCULATED HORIZONTAL DEFLECTION IS 0.22' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.17' DUE TO DEAD LOAD. W4X10 = W5X5 = Wl.5X3 III W1.5X3 III 141.5X3o 6 r —T 6 5-10-3 J 4 W5X14 = 2-0-0 +8-1-2 W3X7(A1) TO W7X81= W3X4(Al) _— W1.5X3 III W4X10 = LF2-0-O.J lF2-o-o-.,.1 (� 11-0-0 _I— 4-6-0 _1_ 11-0-0 6-3-8 'T` 7-5-8 - 1 - 12-9-0 fE 26-6-0 Over 2 Supports Boo R-1092 U-492 W-3.5' R-1092 U-500 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl OTY:1 FL - 1 - - R - Scale —.25"/Ft. ••YARNING•• TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND T C L L 2 0.0 PSF R E F J A X--49261 (RACING. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR.. SUITE 200, MADISON, Y1 53719). FOR SAFETY PRACTICES PRIOR TO v'0 L;:•!q�• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL HAVE PROPERLY ATTACHED a'.�•etp'••..' TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CMOND SHALL MATE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Np� �= BC DL 10,0 PSF DRW BFSUSJAX 00245410 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO OS 1OO =* p BUILD THE TRUSSES IN CONFORMANCE WITH TDI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND {�C L L O.O P S F B F S-ENG /F A ALPINE [RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN J SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .S g1Orr• CONNECTORS ARE MADE OF 20GA ASTM AM GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 PSF S E O N - 34217 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �A`E DRAWINGS 150 Al TMf SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T 4fSPCRSIOIL ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .illr0.FL A�/MPITIF/995NSf PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING.DESIGNER. PER SPACING 24.0" (JO08028--LOT 181-5 - T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP )#2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP 1#2 N 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. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. W1.5X3 III W4X4 W4X6 W1.5X3 6 W3X4 r —1 6 6-10-3 J 4 W5X7= 2-0-0 i 8-1-2 W4X14 = W3X5 W3X7(A1) W3X4(A1) W1.5X3 III 1F2-0.031 1<-2-0-031 113-3-0 1 13-3-0 1- 6-3-8 '1' 7-5-8 s1 12-9-0 Le 26-6-0 Over 2 Supports R-1092 U-603 W-3.5" R-1092 U-602 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL - 1 - - R - Scale —.25"/Ft. ••YARNING•• TRUSSES gE0U1gE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F J A X--4 9 2 6 2 BRAC ENG. gEFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .n INSTITUTE. 583 O'ON0FRIO DR.. SUITE 200. MADISON- WI 53719). FOR SAFETY PRACTICES PRIOR TO v'......�T PEgFCRM1 NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED p' jlq ,:I� TC DL 7.0 P S F DATE 09/01/00 STROCTUgAL PANELS. BOTTOM CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEILING. r „7 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I �i PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i D - " I* BC DL 10.0 PSF DRW BFSUSJAX 00245411 AL P I N E BUILD THE TRUSS 5 wo ES IN C0MF00.MANCF WITH TDI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND P BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE DROYISIONS OF NOS (NATIONAL DESIGN ST OF BC LL 0.0 P S F B F S-ENG /F A IF CCNNECTCRSSPEC ION ARE PUBLISHED BY 20GATHE ASTMM1653AGRAOREST AND PAPER GALT. STEEL. EXCEPTASNOTED. TPI. APPLYALPINE CONNECTORS TO - ''fr TOT.L D. 37,0 PSF SEAN - 71009 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER At DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM M S K CEC-mONEMB1TORYANOYIEI'DARTICUTA.BUILDING1111 T USS O SO THE TDESIGN SHOWN. THE RESPONSIBILITY OF THE BUILDINGITY AND USE OF DESIGNER. PER THISlloM ^ ANSI7TPI 11995 SECTION 2. SPACING 24.0 0008028--LOT 181-5 - T5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP .CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT. SBC, IOT CHORD 2x4 SP #2 N 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. CALCULATED HORIZONTAL DEFLECTION IS 0.19' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15' DUE TO DEAD LOAD. W1.5X3 III W4X4 a W4X6 W1.5X3 =a W3X4 6 r —1 6 6-11-11 4 W5X7 W4X14 = W3X5= W3X4(A1) W3X7(A1) W1.5X3 III L*2-o-o.,1 L<-2-o-o-..1 13-3-0 13-3-0 6-3-8 7-5-8 12-9-0 26-6-0 Over 2 Supports J R-1092 U-602 W-3.5- R-1092 U-602 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL - 1 - R - Scale ¢.25" Ft. —YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F J A X--49263 BRACING. REFER TO N18.91 (MAN INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. NADI SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO v�L �• PERFORMING THESE FUNCTIONS. UNLESS OTNERY I SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a;.••'j(g4.'•..4 TC DL 7.0 PSF GATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = N0.440� BC OL 10.0 PSF DRW BFSUSJAX 00245412 PRODUCTS. INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S BUILD THE TRUSSES 1N CONFORMANCE WITH TDI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND A P I N E BRACING OF TRUSSES. TM IS DESIGN CON%FOREST A'10 PAPER FORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN DST�O OF * EIC L L 0.0 PSF B F S-ENG /F A CONNECTOgSEC IFICAT IARE ON PMADE SHED 206ABY TASTMAXE A653IC AGRAD GALY. STEEL. EXCEPTASNOTED. TPI. APPLYACONNECTORS TO Al iw TOT.L D. 37.0 PSF S E O N - 71012 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER EP DNAYTNGS 160 Ali THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FROM M S K RESOD%� � CCWONEN�IFOgYANr va4TlCU A ULDINTHE TRUSS 6 SOTHETRESPONSI BiIITr OF THE BUILDING DESIGN SHOWN. THE SUITABILITY DESI6NERSE OF PER ixt5M ANSItTDs 1.1995 SECT10% 2. SPACING 24.0 0008028--LOT 181-5 - T6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHQRD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N 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. CALCULATED HORIZONTAL DEFLECTION IS 0.19' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. W1.5X3 m W4X4;a W4X6,o W1.5X3 $ W3X4 44- 6 r 6 6-11-11 J 4 W5X7 2-0-0 _ +8-1-2 W4X14 W3X5 W2X6(A1) _ W2X10(A1) W1.5X3 In 42.0.01 (� 13-3-0 I 13-3-0 1 f` 6-3-8 �T 7-5-8 `sT` 12-9-0 �1 26-6-0 Over 2 Supports R-1099 U-610 W-3.5' R-973 U-503 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:2 FL - 1 - - R - Scale —.25"/Ft. •'WARN ING'• TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 P S F R E F J A N--4 9 2 6 4 !RACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE y��� INSTITUTE. S93 D'ONOFRIO DR.. SUITE 2CO. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO v�L;,',A•AJ"r STRUCTURAL PANEISPERFORMING THESE `UBOTTOMSCHORDUNLESS SHALLOTHERWISE A PROPERLYINDICATED. ATTACHEDORIGIDSHALL CEILING,PROPERLY ATTACHED a-pSWEy '�� T C D L 1 7.O PSF DATE 09/01/00 '-IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL y0,0 PSF DRW BFSUSJAX 00245413 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � 05 �0 ALPINE BUILD TPE TRUSSES IN CONFORMANCE WITH TDI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIS OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF B F S-ENG /F A LPINE CC% ECTORSIAREPPACES OFUBLIHEDZOGATASTMMA653AGRAD GALT. STEEL. EICEPTIASENOTED.HE AERICN FOREST AND PAPER ASSOCATON) TAPPLYPI. ACONNECTORS TO Ai TOT.L D. 37.0 PSF S E O N - 71015 EAC R FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FROM M S K RESPON518IL ITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 'Ur 1AITo 1TI`1995NSECTSONCILAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" J008028--LOT 181-5 - T7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP-CVRD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, 8OT CHORD 2x4 SP #2 N 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. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. W4X4= W3X4 W4X7 W1.5X3 =— W3X4 6 r 1 6 6-11-11 J 4 W5X7= 2-0-0 W3X7 J_ �8-1- W3X7(A1) 10 W5X7 c W3X5= W3X4(Al) W1.5X3 III L*2-o•oaJ 1F2-0-O--.J L. 13-3-0 _L 13-3-0 6-3-8 T 8-7-8 'T` 11-7-0 (E 26-6-0 Over 2 Supports R-1092 U-482 W-3.5" z R-1092 U-490 W-3.5" .a� PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:7 FL i R - Scale —.25"/Ft. '-WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.O P S F R E F J A X--4 9 2 6 5 BRAC INS. REFER TO H18 91 (MANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'OYOFRIO DR.. SUITE 100. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO vp (�r PERFORMING THESE FUNCTIDYS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED a;.'••Q...........jI • 4 TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SMALL HATE A PROPERLY ATTACHED RIGID CEILING. 4V �j••O '•IMPORTANT^ FL'RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Np,440 S BC DL 10.0 PSF DRW BFSUSJAX 00245414 PRODOCTS. INC. SHALL NOT BE RE SPONSIeLE FOR AYr DEVIATION IRON THIS DESIGN; ANY FAILURE TO i BUILD TME TRU55ES IN CONFORMANCE WITH TCI; OR FABRICATING. HANDLING. SHIPDI NG. INSTALLING AND 9�K OS 5OO ' ALPINE eRACINS OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i >,A�A OF = BC LL O.O PSF BFS ENG /FA COYYEC TOR5SCEC IF IARF ON PMADf SOFD91 10GATASTMHE MA653AGRa0REST AND PAPER GALT. STEEL. EXCEPT AS NOTED. TPI. APPLYALPINE CONNECTORS TO •` r TOT.L D, 37.0 PSF S E Q N - 71019 EaOw IAC[ OF TRUSS. AYD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAWIYSS 160 A-1. TME SEAL OY THIS CRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M M S K B111mCfs F ce RE SPCYSIBILITY SOLELY FCR THE TRUSS CO-OYENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T FOR ANY ON 2.AR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER �milk•F' ANSI/TPI 1.11995. SECTION SPACING 24.0" (JO08028--LOT 181-5 - T8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP°CIJORD 2x4 SP #2 N :T2 2x4 SP #1 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W9 2x4 SP #2 N: WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF, DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W1.5X3 III W3X4 W1.5X3 III W3X9 a 6 r T2 —t 6 W5X4 S 6-11-11 W4X10 2-0-0 W7X8 = W9 8-1 W3X4= W5X7 W3X4(A1) = W1.5X3 III W1.5X3 III W3X4= 1 W3X4(A1) 42-0-0.>J L-5-0-0—alp'—2-0-0->1 13-3-0 13-3-0 11-5-8 9-9-8 5-3-0 26-6-0 Over 2 Supports R-843 U-475 W-3.5' R-1341 U-720 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI (STDi 18.2f3 QTY:2 FL 1 - R - Scale —.25"/Ft ••YARNING'• TRUSSES RED IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--4 9 2 6 6 BRACINS. REFER TO HIO-91 (HA%OIIXG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1XST3TUTE. 583 O'OVCFRIO D0... SUITE 2CO. HADI$ON. WI53719). FOR SAFETY PRACTICES PRIOR TO .gyp L HUgr ;ERPCRNINS THESE FUNCTICNS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a;.••'jjq'' 'I TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTCK CHCRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �V� ^'7T. ••Ir;ORTAXT•• FCRVISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a Mo.K89s BC DL 10.0 PSF DRW BFSUSJAX 00245415 PRODUCTS. INC. 5HAll NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN COHFOR�ANCE WITH iD 1: OR FABRICATING. HANDLING. SHIPPING. INSTALU NG AND ALPINE 5?ECIFICAi[ONCI%S Or UDU9515HEDTBrSTDESIG A�RICANOqMS FORESTTANDPPADE0.BLE A550C�ATION)SOF NOS AND TPI, ALPINE DESIGN 05 WO D Of BC LL 0.0 P S F B F S E N G /F A CONNECTORS ARE MADE OF ZOGA A$TH A653 GRtO QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO / TOT•LD• 37.0 PSF SEON - 71023 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAWINSS 160 A-1. THE SEAL ON THIS CRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M M S K �._,,c,,.—.,� RES;CNSIBILITY SOLELT FO0. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS (ti"`• CD'rPCVEVT i0R ANT PA0.TlCULAR BUILDING IS THE RESD0 SIBIL IT OF THE BUILDING DESIGNER. PER ANSI/ PI 11995 SI CT ICV z. SPACING 24.0" (JO08028--LOT 181-5 T10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP' CHORD 2x4 SP #1 N :T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X4 III W1.5X3 m WU410 W3X4 6 r T2 6 6-2-11 2-0-0 E El 8-1-2 W2X5(A1) = W3X5 = W4X8 W15XW.5X 3 III= W3X5= WM(A5R) = W1.5X3 III L*2.0.0-3.1 L<-2-0-0a1 11-9-0 11-9-0 11-5-8 3-6-0 8-6-8 23-6-0 Over 2 Supports R-989 U-430 W-3.5' R-989 U-424 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl OTY:3 FL - 1 - R - Scale -.25"/Ft. i -'WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F JA X--4 9 2 6 8 BRACING. REFER TO MI6.91 (HANDLING 1%STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S03 O'ONOFRIO DR., SUITE 200. MADISON, NI 53)19), FOR SAFETY PRACTICES PRIOR TO vp LH STRUC4L'RAL PANELSTHESE `UBOTTOMSCHORDE SMAISS OL HHAVESA PROPERLYDA. TOP CHORD TTACHED RIGIDSHA CEILING,LL HAVE PROPERLY ATTACHED �•�NNt(A4`,�• T C D L 7.O PSF DATE 09/01/00 "IMPORTANT" FURNISH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED VVNp•k0� t BC DL 10.0 PSF DRW BFSUSJAX 00245417 FRCOUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO � OS 5O0 ? ALPINE BUILD TME TRUSSES I% CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING QF TRUSSES. THIS DESIGN COYPORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STS OF ` BC LL 0.0 PSF B F S-ENG /F A SPEC[FICATI O%PUBLISHED BY TME AwE RICAr FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,r CC %CTc%S ARE MADE OF 1DGA ASTM A653 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - 50817 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •'. DRAWINGS 160 A-1. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T �• ��u�. RESPONSIBILITY SOLEI) FOR THE TRUSS CO-O%ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS J;(ICyY+�OII�% CC*C%E%T 1`OR ANSI PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPAC I NG 24.0- 0008028--LOT 181-5 - T11) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1TOP-CHORO 2x4 SP 12 N :T2 2x4 SP $1 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP �2 N :B3 2x4 SP #1 N: ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP j3 :145 2x4 SP #2 IN: WIND TC DL - 5.0 PSF, WIND BC OL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. i W4X4 W3X7 i W3X4 W1.5X3 III 6 r W 6 6-2-11 4 W5X9 = 634 ,_ �...8-1-2 W2X5(A5R) a W1.5X3 III W07 = W2X8(A1) 1.2.0 0a.) L<-2-o-o->J f411-9-0 11-9-0 f 11-6-0 5-10-4 r 6-1-12 23-6-0 Over 2 Supports J R-989 U-440 W-3.5" R-989 U-440 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL/-/11-/-/R/- Scale a.25" Ft. I -'YARNING• TRUSSES REO IRE EY TRE NE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F J A X--49269 I( BRACIN;. REFER TO HIS 91 (NAV7LIVG INSTALLING AND BRACING). DUBLISHED BY TDI (TRUSS PLATE ,(N {/''_ INSTITUTE. 563 D'OVOFRIO OR.. SUITE 200. PADI50N, WI 53719). FOR SAFETY PRACTICES PRIOR TO v��;, r. BOTTOMCHORDATTACHEDGID PERF CRMING THESE UNLESS SHALL OTHERWISE SA PROPERLY INDICATED. ORISMALL CEILING.PROPERLY ATTACHED �.�pTE� 'O TC D L /-f .0 PSF DATE 09/01/00 STRUCTURAL PANELS ••IrPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = N0.4LSsd BC DL 10.0 PSF DRW BFSUSJAX 00245418 PRODOCTS. EVC. SHALL NOT BE RESPONSIBLE FOR ANr OE VIATION FROM THIS DESIGN: ANY FAILURE TO ¢ DS 5�0 BUILD THE TRUSSES IN CONFORMANCE WITH TDI; OR FABRICATING. HANDLING. $HIPPING. INSTALLING AND ALPINE BRACINS OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : STA OF ° BC LL 0.0 PSF BFS ENG /FA $:ECIFI CAI ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CCVVECTORS ARE P,ADE OF 2C5A ASTM A653 GRAD QALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO ° TOT.L D. 37.0 PSF S E Q N - 50819 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C3AWIN5S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 F ROM P A T B.u�C,..e,,,,..,� RESPCNSI B ILITY SOLEtI FOR THE TRUSS CO-POVENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS JJJ!���LMRtXt�fff000lll•111666iI�FL`^� A�/TPNTI`1It NY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0H 0008028--LOT 181-5 - T13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOR CHORD 2x4 SP #2 N :T1 2x4 SP #1 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP 1#2 N :83 2x4 SP #1 N: ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 1#3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BRACE ALL FLAT TC @ 24.00" OC. W4X6 = W1.5X3 11 W5X7 = W1.5X3 vF 6 r T1 6 4-2-11 —' 4 W5X6(R) III B34 L. 8-1-2 W2X5(A1) = W1.5X3 III W4X7 W2X8(A1) LF2.0-0-31 LF2-o-o--,.1 LE 7-9-0 _I_ 8-0-0 _i_ 7-9-0 �l ff 11-6-0 T 5-10-4 T 6-1-12 1 23-6-0 Over 2 Supports R-989 U-567 W-3.5' R-989 U-563 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:1 FL 1 R - Scale =.25" Ft. -•WARNING-• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--4 9 2 7 1 !RACING. REFER TD HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ,{� {q������� INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO vV�'.;;W/)' DE4fO4MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �.••'t(A'•,.'I TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEILING. •4� �l�O ••IMPORTANT•- FUQ%ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PQODUCTS. INC, SMALL NOT BE RESPOQSIBLE FDR ANY DEVIATION FROM 7XIS DESIGN: ANY FAILURE TO l MO.448� BC DL 10.0 PSF DRW BFSUSJAX 00245419 BUILD TME TRUSSES IN CONFORMANCE WITH TDI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 05 `AD X ALPINE JQACING OF TRUSSES. THIS DESIGN CONFORMS WIESTTH APPLICABLE PROVISIONS OF NOS PI.(NATIL PONAL OE SIGN STATE f BC LL 0.0 PSF BFS-ENG /FA CCQQECTORSSPECIFICATI AREDUB MADE OFD20GATASTMMA653AGQAORGALVANSTEELEREXCEPTASSOC E AS NOTED.NO TAPPL YACONNE CTORS TO l •":d� TOT.L D. 37.0 PSF S E O N - 50824 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS DER OQAWINGS 160►•2. THE SEAL ON THIS DQAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 F R 0 M P A T B RESPONSIBILITY SOLELY FOR THE TRUSS CO"F•ONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS A�/TDITL`199545ECT11I C2l AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" 0008028--LOT 181-5 - T14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP.CHORD 2x4 SP #2 N :T3 2x4 SP I#1 N: 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CAORD 2x4 SP X42 N :63 2x4 SP #1 N: ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP q#3 :W5 2x4 SP I#2 N: WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF, IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BRACE ALL FLAT TC @ 24.00" OC. W4X4 a W6X4= W1.5X3 III W3X4 6 r W5 r 6 3 5-2-11 4 W5X9 = B34 8-1-2 W2X6(A1) W1.5X3 III W4X8 W2X8(A1) X2.0.01 L*2-0-0--.J tF 9-9-0 –1– 4-0-0 _– �9-9-0 _— f 11-6-0 T 5-10-4 r 6-1-12 23-6-0 Over 2 Supports J R-989 U-566 W-3.5" R-989 U-563 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 - - R - Scale –.25"/Ft. '•YARNING•• TRUSSES RECUIRE EITR-E CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.O P S F R E F J A X--49272 [RACING. REFER TO NIB-91 (HANDLlM INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE yy������ INSTITUTE. $03 D'ON0FRIO DR.. SUITE 2C0. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO v�L P'.RFCRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a;.I�•'pptiFE(�-•.;'Q TC DL 7.O PSF DATE 09/01/00 STRUCTURAL DAN ELS. BOTTCM CNURD S"ALL NATE A PROPERLY ATTACHED RIG 10 CE MING. +4V- J''•. ••IMPORTANT^ FL"3NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'b.44Y90 BC DL 10.0 PSF DRW BFSUSJAX 00245420 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TDI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND j [iACING OF TRUSSES. TN{5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Jr OBD * B C L L 0.0 PSF B F S-ENG /F A SDECIFICATIOY PpBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TDI. ALPINE / ••' O rr TOT.L.D. 3 7.0 P S F SEAN - 50826 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO r' EACN FACE OF TRUSS. AND UNLESS OTHf RY I SE LOCATED ON THI5 DESIGN. POSITION CONNECTORS PER A E DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T �YJ�C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS J!t1�CYrl�OO•A 0• A SI/TPIT1`1995NSECTtONC2l AR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0" 0008028--L0T 181-5 - T16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x8 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. GIRDER SUPPORTS 26- 6- 0 SPAN TO BC ONE FACE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. W4X4=_ 6 f 6 T 1-I9-3 R-1-2 t W2X10 m W4X4(Al) as W4X4(A1) i 1_ 2-10-0 2-10-0 _I �--5-8-0 Over 2 Supports R-1479 U-740 W-3.5" R-1479 U-740 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0b1 QTY:1 FL 1 - R - Scale -.375"/Ft. ••YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF JAN--49273 BRAC INS. REFER TO X10.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE J���� INSTITUTE. $93 D'ONOFRIO DR.. SUITE 100. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO v�L r PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �;.�••p'jEq ..'� TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SMALL X{TE A PROPERLY ATTACHED RIGID CEILING. •VN'+- ��•';� ^IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �allb BC DL 10.0 PSF DRW BFSUSJAX O02Q5421 FRCDUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO � OS �0 BUllp TME TRUSSES 11 CONFORMANCE YiTX TDI; OR iABRICATING. HANDLING. SNIPPING. INSTALLING AND B C L L 0.0 P S F B F S-ENG /F A ALPINE BRACING OF TRUSSES. THIS DE SI GV CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAY FOgEST AND PAPER ASSOCIATION) AND TPI. ALPINE CCNNECTORS ARE MADE OF 20GA ASTM A553 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEAN - 50805 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •MALE j DRAWINGS 160 A-1. THE SEAL ON THIS CRANING INDICATES AC CEDTANCE OF PROFESSIONAL ENGINEERING D U R,FAC, 1.25 FROM P A T BWkkr,�FIESESOIQIXT RESPCNSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CCr'•''CNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER WiCIr701pRNt.�. ANSI/TPI 1.1995 SECTION 2. SPACING 24.0" (JO08028--L0T 181.5 - T17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP• CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBC, IBOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. #1 HIP SUPPORTS 2-10- 0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. i W4X4 AT6 I' —) 6 1-9-3 +8-1-2 W1.5X3 III W2X4(A1) W2X4(A1) fL--2-0-0--J LE--2-0-0-->j 1_ 2-10-0 ,I_ 2-10-0 _1 ---5-8-0 Over 2 Supports--� R-363 U-210 W-3.5' j R-363 U-210 W-3.5' i i PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0b1 QTY:1 FL 1 - R - Scale —.375"/Ft. ••WARNING'• TRUSSES REOUI4E EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--4 9 2 7 4 +I BRACING. REFER TO HIB-91 (HANDLING INSTALLINS AND BRACING), PUBLISHED BY TDI (TRUSS PLATE PSTiTUTE. S$3 D-ONOF410 OR,. SUITE 200. MADISON. Wl 53119). FOR SAFETY PRACTICES PRIOR TO $TgUPEQrCTU4Al PANELF SRRI%S THESE `UBOTTCMSCMORDESS SHA OL HEqWMA VE ESA PRODERL YICATEDATTACHEDTOPOR IDGIDACEILING,LL HAVE PROPERLY ATTACHED a;.;pjlq 'O T C D L 7.0 P S F DATE 09/01/00 •'IMPORTANT•• Cq%ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t•N0.44996 8C DL 10.0 PSF DRW BFSUSJAX 00245422 DRCDUCTS, INC. SMALL NOT BE RESPONSM.E FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � 0 w0 r.-ILD THE TRUSSES IN CONFORMANCE WITH TDI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE PI. LP NE RACING OF TRUSSES. THIS DESIGN CON:ORMS WITH APPLICABLE PROVISION$ OF MOS (NATIONAL DE$I6N A F t BC LL 0.0 P S F B F S E N G /F A CCNN'CTCRSl ARE DWADESOF02CSABY T AST MVE VA653A Sg40RGALTAN STEELED PAPREXCEPTASSOCI ASI NOTONTEDNO TAPPLYA CONNECTORS TO - `. .�� TOT.L D. 3 7.0 PSF S E Q N - 5 0 8 0 7 EAC4 FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NALE C4AWINSS 160 A•1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR.FAC. I.2 5 FROM P A T 1 RESD:NSIBILITY SOLELY FOR THE TRUSS COWONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CC-.ONENT FOR ANY 9ARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER e AN51/TDI 1.1995 SECTION 2. SPACING 24.0 (JO08028--LOT 181-5 - T18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= —16 6 r- W1.5X3 m T 4-4-4 W4X5(R) III 2-2-9 —I 4 4 L_ -1-2 W2X4(A1) i0 143X3 X2-0-0--J Le8-0-2 _I_ 4-3-6 a{ 6-1-12 T 6-1-12Le 1 12-3-8 Over 2 Supports J R-590 U-579 W-3.5' R-431 U-401 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:1 FL - 1 - R - Scale =.375" Ft. ••YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 PSF REF J A X--4 9 2 7 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR.. SUITE 100. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO `v�L HUaj. STRUCTURAL PANELSTHESE `UBOTTOMSC. UNLESS HORD SHALL HHATE ERWI$A PROPERLYDA. TOP CHORD TTACHED RIGIDA CEILING,LL HAVE PROPERLY ATTACHED �y. L1W T C D L 7.0 P S F DATE 09/01/00 ••IMPORTANT•• FURNISH A CORY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED M0.44D8e 1 BC DL 10.0 PSF DRW BFSUSJAX 00245423 FRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANr DE TIATION FROM THIS DESIGN; ANY FAILURE TO � DS �O A L P I N E CUILD THE TRUSSES IN CONFORMANCE WITH TD1: OR FABRICATING. HANDLING. $HIPPING. INSTALLING ANO B C L L 0.0 PSF B F S-E N G F A 1 [RACING OF TRUSSES. THIS DESIGN CONPORM$ WITH ADPL ICABIE PROP ISION$ Of MDS (NATIONAL OESIGN OF I j CCNNECTORSSVECIFICATIAREDMADE$OFDICGABY TASTMHE rA653AGRA0RGALY. STEEL. EXCEPTEST AND PAPER IASINOTED. TPI. APPLYACONNECTORS TO TOT.LD. 37.0 PSF SEON 52325 EACH FACE OF TRUSS, AND UNLESS OTHf 0.WI5E LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• NAIE� [RAN%f' 160 A-1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M P A T i HYIIL�Cls�ust$o1Rct Rf SPONSISILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �iC1,7afR11k.F1' TFOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A ST/TP( I SPACING 24.0" (JO08028--LOT 181-5 - T19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T3 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL — 5.0 PSF. SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 74 PLF at -2.13 to 74 PLF at 12.29 BC From 20 PLF at 0.00 to 20 PLF at 12.29. DEFLECT;ON MEETS L/360.00 LIVE AHD L/240.00 TOTAL LOAD. W4X4= `l6 6 F— W2X2 III W3X3 4-0-5 W4X5(R) Iil T 1-10-10 J 4 4 1 2 X 4 W3X3 1 f fL-c-2-0-0---J 1 8-0-2 4-3-6 6-1-12 - �r 6-1-12 ti -------12-3-8 Over Continuous Support R-106 PLF W-12-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0151 QTY:1 FL - 1 - - R - Scale -.375"/Ft. -'WARNING-' TRUSSES REOUIgE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C ILL 2 0.0 P S F R E F J A X--4 9 2 7 6 RACE S. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .�N p��� 1%STITUT E. $63 D'ONOFRIO DR., SUITE M. KADISOR. WI 53119). FOR SAFETY PRACTICES PRIOR TO %�M L... 4��' FEgFCRNI%G THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a;• T C D L 7.0 P S F DATE 0 9 0 1/0 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED84 BC DL 1D.Q PSF DRW BF SU$JAX 00245424 Np•44Y FgODUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MI7H TPI: OR FABR ICA71WG' HANDLING, $HIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISION1 OF NDS (NATIONAL DESIGN p OSA D OF * 8 C L L 0.0 PSF B F S-ENG /F A ALPINE SFECI F ICATIO%PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - '•'% TOT.L D. 37.0 P S F S E Q N - 52335 CC%HECTORS ARE MADE OF ZCGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND U%LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NAlE11� CRAWL NGS 160 A•Z. THE SEAL 0%THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM P A T � RESPO%SIB ILL TY SOLELY FOR THE TRUSS COMPO%f NT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �• A SIQTPITI`1995NSE CT ICU AR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0 M J008028--LOT 181-5 J 7'-0' EJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP-CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 80T C90RD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-7-6 R-156 U-180 6 (- 3-10-3 3-10-3 -1-2 R-70 U-180 W2X4(A1) = L-E-2-0-0 �(E 7-0-12 _I F-7-0-0 Over 3 Supports R-404 U-220 W-3.5' PLT TYP, Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:4 FL 1 - - R - Scale –.375"/Ft. '•YARNING•• TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F J A N--4 9 2 7 7 ERACING. REFER TO MIB93 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE y��� INSTITUTE. S83 D'ONOFRIO DR.. SUITE 200. MADISON, NI S3119). FOR SAFETY PRACTICES PRIOR TO N�M L MI ,'!��• PERFORNG TME SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a;.••jEq"• '� TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 �trG -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0,44B)g� 1 BC DL 10.0 PSF DRW BFSUSJAX 00245425 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 05 5P0 ALPINE BUILD TME TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OF i B C L L 0.0 PSF B F S-ENG /F A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE V*� TOT.LD. 37.0 PSF SEON - 171441 CONNECTORS ARE MADE OF 20GA ASTM A663 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .+' EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •i AlE1 DRAWINGS 160 Al. THE SEAL 0% THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T Buildm F��= RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jackumilic.FL aC 00%E Tl`OR ANSECTIONC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (JO08028--LOT 181-5 JV 7'-0' EJ ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP- CHORD 2x4 SP )#2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 SP )#Z N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP )#3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I W1.5X3 III 21— 11 8 R-219 U-180 1-10-3 6f 3-10-3 10-1-2R-7 R-7 U-180 W4X5(R) M —� a I 8-1-2 W2X4(A1) L-c-2-0-0 �jE 7-0-12 6-3-8 B. ----7-0-0 Over 3 Supports---� R-404 U-215 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:4 FL - 1 - - R - Scale =.375" Ft. ••YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 20.O P S F R E F J A N--4 9 2 7 8 BRACING. REFER TO NIO-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO L Hu STRUCTURAL PANELSEqroRml%G THESE `UBOTTCMSCHORDE SHASS LL HHATE SA PROPERLYATTACHEDRIGIDA CEILING.LL HAVE PROPERLY ATTACHED � t�(!�'O TC DL 7.0 P S F DATE 09/01/00 -.IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i 0.44990 BC i BC DL 10.0 PSF DRW BFSUSJAX 00245426 PRODUCTS. 1%C. SHALL % BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO OS W0 - A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OF BC LL 0.0 PSF B F S-ENG /F A SPEC IF ICATONLPINE CONNECTORSIARE PRADE SOFUBLIHED206ATASTM" A653AGRAORDALY. STEEL. EXCEPT I ASI NOHE AEqIC %FOEST AND PAPER TED. TAPPLYACONNECTORS TO �'• TOT.L D. 37.0 P S F S EON - 34274 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A,,E DRAWINGS 160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. i.2 5 FROM P A T �VJ�C RESPONSIBILITY SOLELY i0R THE TRU 55 CO-PONE NEW DESIGN SHOWN. THE SUITABILITY AND USE OF THIS +^'� AlWITP(TL1t445N5ECTLONC2t AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING.DESIGNER. PER SPACING 24.0* (JO08028--L0T 181'5 J 2*-8'15 EJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 $P #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6f- 9 5-14 T R-16 ll-180 1-8-10 1-8-11 - R-213 U-180 W2U(A1) L<-2-0-0 J- 2-9-11--->J 2.8-15 Over 3 Supports R-285 U-210 W-3.5' PLT TYP, Wave TPI-95 Design Criteria: TPI STD 19.0b1 OTY:1 FL - 1 - R - Scale -.375"/Ft. ••VARYING•` TRUSSES REQUIRE EXTREME CARE Ix FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--4 9 2 7 9 GRACING. REFFR TO HIS-91 (HANDLING INSTALLING AND BRACING). PURL ISxED BY TPI (TRUSS PLATE ,tAx {�''_ INSTITUTE. 591 D'Ox0FRIO OR., SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO N�p...........l' SPERFORMING THESE TRUCTURAL PANELS`UNCTIONS. UNLESS OTHERWISE INDICATED.PROPERLY TOP TACKED RIGIDSHALL HAVE PROPERLY ATTACHED a;.�pj(f1(Y �'�0 TC DL 7.0 P S F DATE 09/01/00 i ••IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.4�N Z BC DL 10.0 PSF DRW BFSUSJAX 00245427 FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO 5E 05 w0 i* B C L L 0.0 P S F B F S-ENG /F A MAC1x5 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPECiFICaT30x Pu8l15HED BY THE AMERICAN FOR AND PAPER AS AND TPI. ALPINE .i CC%%ECTCRS ARE WADE OF 20GA ASTM A653 GRAO GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO fi ••�(g' TOT.L D. 37.0 P S F S E 0 N - 34386 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAWIxGS 160 A-7. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T OWkkr=FLrstSa�c R!SP0 SIBiLITI SOI EIr FCR THE TRUSS COMPONENT DESIGN SMOWN. THE SUITABILITY AND USE OF ixt5 lad+oTmlb.Fl CCM=ONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 11995 SECTION 2. Q008028--LOT 181.5 J 5'-0' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP-CHORD 2x4 SP #Z N 100 MPH WIND. 15.00 FT MEAN HGT, SBC, 90T CHORD 2x4 SP #Z N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. iDEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1 10-7-6 R-98 U-180 6f 2-10-3 2-10-3 7-770 8-1-2 R-44 U-180 W2X4(A1) a i L<-2-0-0 -1E 5-0-12 �-5-0-0 Over 3 Supports--� R-339 U-263 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:6 FL 1 R - Scale -.375"/Ft. I ••VARYING•• TRUSSES RED IRE EXTREME CARE I% FABRICATION. HANDLING. SNIPPING. INSTALLING AND T C L L 20.0 PSF R E F J A N--4 9 2 8 0 1 BgACI%S. REFER TO HIS-9J (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE {���� I%ST ITU7E. 593 D'ONOFRIO OR- SUITE 200. MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO v�L.... r { STRUCTURL PANELS` BOTTOMCHORD $HALLHATEA PROPERLYATTACHEDRIGIDATC DL 7.0 P S F DATE 09/01/00 CEILING. ATTACHED a;.;pjE(7(�: AUSUNLESS OTHERWISE INDICATED. O 90 -IMPORTANT- FURNISH A CON OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 VNO_.µ8F8714 •, BC DL 10.0 PSF DRW BFSUSJAX 00245428 FRODUCTS. INC. SHALL NOT BE RESPO%SI BLE F7PIOR AMY DE YIATION FROM THIS DESIGN; ANY FAILURE TO BRACNG AND INGHOFTTRUSSES.US ES COTHISNF vDESIGNANCE ICONFORMSTH : OWITHAAPPLICABLE PROVISIONSIC TI G. HANDLSOFPNOSG(NATIONALIDESIGN D5 �0 F * BC LL 0.0 PSF B F S-ENG /F A ALPINEStECIF1CAT10M PUBLISHED BY THE AMERICA%FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CC%%!CTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .� T OT.L D. 37.0 PSF S E O N - 52318 EACM FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NATE CRAVINGS 160 A•1. THE SEAL 0% THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DIfR.FAC. 1.2 5 FROM P A T "'PCN"BEU T SOtEtY FCR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Cc-.O%PITI`1995NSECTROICUL R BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" 0008028--LOT 181-5 - JV 5'-0' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. I DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1- 10-7-6 6 (— 6 R-98 U-180 9-8-4 2-10-3 R-44 U-180 —' 4 +8-1-2 W2Xel) O L-c-2-0-0 ��F 5-0-12- 5-0-0 -5-0-0 Over 3 Supports-� R-339 U-259 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:2 FL 1 - R - Scale 6.375" Ft. ••HARMING" TRUSSES REQUIRE EITREME CARE IN.FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--49281 BRACING. REFER TO M18 91 (MANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ��//������ INSTITUTE. 563 D'ONOFRIO OR.. SUITE 200. MADISON. HI 53119). FOR SAFETY PRACTICES PRIOR TO N,M L;;!��• PERFORMING THESE iUNCT10N5. UNLESS 0TMERHISE INDICATED. TOP CHORD SHALL HATE PROPERLY ATTACHED d;.•• j(A`�' .'!tO TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. if ••IMPORTANT•• FURNISH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t �,Iso i BC DL 10.0 PSF DRW BFSUSJAX 00245429 PRODUCTS. IMC. SMALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Ski 05 5Y0 ALPINE BUILD THE TRUSSES IR CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND P BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN !� TE OF B C L L 0.0 PSF B F S-ENG /F A CCNNEC TOR SI AREPMADE UBLISOFD20SATAST"A653 NOT EST NSTEEL. EVCEPTPAPER IASI NOTED.AND TAPPLYACONNECTORS TO LPINE ,1110' TOT.LD. 37.0 PSF SEON - 34390 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS DER ��E CRAWINSS 160 A-I' TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M P A T �•A�� � RESPONSIBILITY SOLELY FOR THE TRUSS COWONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A!C�Cho1�R CC"PCNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A%5117"I I.I"s SECTION 2. SPACING 24.0" 0008028--LOT 181-5 - J 3'-0' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i#Z N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP I#2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. - DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. i I 6 �— 9-7-6 R-27 U-180 T 1-10-3 1-10-3 -�8-1-2 R-17 U-180 W2X4(A1) = L<-2-0-0 3-0-12--.-J 3-0-0 Over 3 SupGorE R-289 U-280 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:6 FL - 1 - R - Scale —.375"/Ft. - -WARNING-- TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF JAX--49282 !RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0 OF DR.. SUITE 2HAY C0. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO v��^•nWl"�' STRUCTURAL PANSL SFO BOT TONS'INC HUN ISRA LO LH ER YE SA PROPERL YDATTACHED R/GIDALL ECEILING,PROPERLT ATTACHED a S((gr'�.9O TC DL 7.D P S F DATE 09/01/00 pcq•IMPORTANT-- FuRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4j�p•�, sid BC DL 10.0 PSF DRW BFSUSJAX 00245430 PRCDL'C T$, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CCNFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND wo BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN=O ATE OF ALPINE r *i BC LL 0.0 PSF BFS-ENG /FA CONNECTORS I pBY THE AFOREST ASSOCIATION) AREPMADE SOF20GAAST.M A653GRtOGALT. STEEL. EICEPTAS NOTAND TALPINE � ED. APPLY CONNECTORS TO V'�'R!' TOT.L D. 37.0 PSF S E O N - 52320 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AIEi CRAYINSS 160 Al THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T �• RESPON5101L 1 SOLELY FOR THE TRUSS COMPONENT DE SI GN SHOWN. THE SUITABILITT AND USE OF THIS jm-c•o2;%L FL A�aTP1T1'F1995NSECTION IFIC2U AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" 0008028--LOT 181-5 J V &_3* CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. R-27 U-180 T6 F— -F +9-7-6 0-11-6 1-10-3 -i- +9-0-4 —� 4 -0-8-1-2 W2X4(A1) R-17 U-180 Le-2-0-0---�--3-0-12---R-J 3-0-0 3.0-0 Over 3 Supports R-289 U-278 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.Obl QTY:4 FL - 1 - - R - Scale —.375"/Ft. ••NARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 PSF R E F J A X--4 9 2 8 3 BRACING. REFER TO H1891 (HANOI LNG INSTALU NG AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OM0FR IO OR.. SUITE 200. MAD 150X, YI 53119). FOR SAFETY PRACTICES PRIOR TO `N,�L, r PERFORMING THESE FUNCTIONS. uMIESs OTMERNtSE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p. LtM7 •.:/Q TC DL 7.0 PSF DATE 09/01/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL NATE A NO ATTACHED RIGID CEILING. r4 f; •'IMPORTANT•• FURNISH A COP, OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N..44P8e j BC DL 10.0 PSF DRW BFSUSJAX 00245431 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO � OS �O X ALPINE BUILD THE TRUSSES IN CONFORMANCE It TD 1: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN E1F B C L L 0.0 PSF B F S-ENG /F A CONNECTORSI ARE ON P"ADESOFHE 020GATASTM A653HE AN FOREST AND PAPER GRAD GALV. STEEL. EXCEPT AS NOTED. TPI. APPLYALPINE CONNECTORS TO / �0,.'fi TOT.L D. 37.0 PSF SEAN - 34279 EACH FACE OF TRUSS. AND UNLESS OTNERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �rAIALE DRANINSS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FROM P A T B�� CC CEM ON{WTI FOR YANYL ELY PARTICULARFORS BUILDING TRUSSO SOTHETRESPONSIBILITY OF THE BUILDING'TY DESIGNER. PER DESIGN SHOWN. THE AND USE OF THISw ANSIITPI 11995 SECTION 2. SPACING 24.0 (JO08028--LOT 181-5 J 1'-0' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP )#2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 SP )#2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. R--167 U-180 6f 8-7-6 0-10-3 0-10-3 IF 8-1-2 � W2X4(A1) R--20 U-180 LI-2-0-0--11-0-12 1-0-0 Or----i ports R-372 U-670 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:10 FL - 1 - R - Scale -.375"/Ft. -•YARNING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--49284 BRACINS. RE FFR TO wiB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I%ST ITUTE. 563 D'0%OFRIO DR.. SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO wv�L H�- STRUCTURAL PA%El SINS THESE `UBOTTOMSCNORDESMALSS INHATESA D0.0DERLYDATTACHEDORDIGIDACE(LING,LL HAVE PROPERLY ATTACHED V• SIR(y 'IO TC DL 7.O P S F DATE O9/O1/OO •-IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D�/p,�8e ;* BC OL 10.0 PSF DRW BF$U$JAX 00245432 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANr DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE SkA BUILD TME TRUSSES IN CONFORMANCE WITH TDI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ADE OF : BC LL 0.0 PSF B F S-ENG /F A LPINE CC%NECTORSPEC IAREPMADE UBLISOF0206ATASTMMA653AGRAD GALT, STEEL. EICEPT I ASL NOHE AERICN FOREST AND PAPER TED.AND TAPPLYPI. ACONNECTORS TO Al TOT.L D. 37.0 PSF S E O N - 50735 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER L�.w CRAVINGS 160 A•i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR.FAC. 1.2 5 FROM P A T �FF CCMONENBTIFORYANOLPARTICULAR ELY FOR EBUILDIMTRUSS 6 TSOTHE TRESDONSIBIDESIGN LITY OF THE BUILDIMGWN. THE 'DESIGNERTY AND SEPER THIS " �Jswl%iu�Fl-� A%SIITPt t 1 995 SECTION 2. SPACING 24.0 0008028- LOT 181 5 J 9' 1013 HJ) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 SP #1 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-7-10 R-231 U-340 W1.5X3 ft 4.24 I- 3-10-3 3-10-3 0-4-3 -1-2 W4X4= R-304 U-210 WU4(A ) X2-9-15 �1F 9-11-9 _I 9-10-13 Over 3 Supports R-496 U-570 W-4.95' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:1 FL i - R - Scale -.375"/Ft. ••YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--4 9 2 8 5 BgACI NG. REFER TO .18.91 (141101 1 N INSTALLING AND BRACING). PUBLISHED BY TDI (TRUSS PLATE INSTITUTE. W D'ONOFRIO OR.. SUITE 2C0. MADISON. Wt 83)19). FOR SAFETY LL PRACTICES PRIOR TO vO L.... STRUFEqFCTURAL PANELS.UBOTTOMCT ONSCHORDESHALOL14HAVESA PROPERLYDATTACHED RIGIDA CEILING. FURNISH ATTACHED p�; tlp .;l� TC DL 7.0 P S F DATE 09/01/00 ••IrDOATANT•• FURNISH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .4" •� BC DL 10.0 PSF DRW BFSUSJAX 00245433 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO _ BUILD THE TRUSSES IN CONF04�ANCE WITH TDI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRASCECING OF TgUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 05 h of i* BC LL 0.0 PSF BFS ENG /FA CC%NECTCRSIAAE PMADE SOF0BY 20GATHE ASTMMA583 GRAOAEST GAL YANSTEEIEgF VCEDTIASI OTEDND TADPLYALPINE CONNE CTOgS TO !. N10 f TOT.L D. 3 7.0 PSF S E O N - 5 0 8 0 9 { EACM FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •ArLE DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R,FAC. 1.2 5 FROM PAT BYII�s� ,� C!SDMIB lLI I SOLELY FCA TAE TRUSS COK ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �� C. -"4fNT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERja&wmSPACING 24.0" ANSI IToI 11995 SECTION 2. 0008028--LOT 181-5 - JV 9'-10'13 HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X5 III 11-7-10 W2X3= R-511 U-550 1-10-3 4.24 �-- 13-10-3 10 OR-24 U-180 W4X5(R) III '—' 2.85 0-4-3 -40-8-1-2 W2X4(A1) L-c-2-9-159-11.9 _I 8-10-0 1-0-12 9-10-13 Over 3 Supports R-496 U-570 W-4.95' I PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL i - - R - Scale –.375"/Ft. ••YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F J A X--4 9 2 8 6 i BRACINS. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .n I%STITUTE. 563 D'ONOFRID DR.. SUITF 2C0. MADISON. WI 53719)TOP . FOR SAFETY PRACTICES PRIOR TO vp.I••H!/S�• STRUCTURAL PANIELS`UNOT TCWSCHOR0 SHA IOL HHArE Eq SA PRO PERLTATEDATTAC HEDORIGIDRD ACE I HAVE I G PROPERLY ATTACHED �; TEq�'i '�O TC D L 7.0 P S F DATE 09/01/00 •-IMPORTA11 T•• FL'RNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.44880 BC DL 10.0 PSF DRW Bf SUSJAX 00245434 PRODUCTS. INC. SHALL NOT BE RESPONSIELE fCR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO � 05 SBD BUILD THE TRUSSES [N CONS OR�ANCE WITH TDI; 00. FABRICATING, HA 11 L NG. SHIPPING. (NSTALLI NG AND ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFOR'S WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 8T of BC LL 0.0 PSF BFS-ENG /FA SPECIFICATION Du3lI5HED BT THE AMERICAN FOREST ANO PAPER ASSOCfAT10N) AND TPI. ALPINE 0''� � TOT.LD. 37,0 PSF SEAN - 50811 CCNNECTCRS ARE WADE OF 10GA A5 T F. A553 GR40 GAL V. STEEL. I Cf PT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ASD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ALES DRAWINGS 160 A-1. THE SEAL ON THIS ORAN.NG INDICATES ACCEPTANCE OFWN, T HE SU I PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T CFC"�CN{Ne1 FORVANOLELY FOR T PARTICULARS BUILDING SO THE TDESIGN SHORESPONSIBILITY OF THE BUILDINGTABILITY AND USE OF DESIGNER. PER THIS W �^ � AMDITPI%C% 1 T995 YEcnoN t. SPACING 24.0 (J008028--LOT 181-5 - J 8'-1'9 HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN NGT, SBC, LOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. HIPJACK SUPPORTS 5- 9- 0 SETBACK JACKS WITH NO WEBS. ; DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-0-6 W1.5X3 R-156 U-250 4.28 r- 3-2-15 3-2-15 0-4-3 -1-2 W3X3= R-170 U-180 W2X4(A1) L-c--2-9-15 ��E 8-2-5 _I 8-1-9 Over 3 Supports--� R-446 U-570 W-4.95- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:2 FL 1 - R - Scale -.375"/Ft. ••YARNING•• TRUSSES REOUIRE EXTREME CARE 1% FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF J A X--4 9 2 8 7 BgACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'0%OFRIO OR.. SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO .gyp L HIIS�. DERrOgMI%G THESE FUNCTIONS. U%LESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a.''••ppj� 4 TC DL 7.0 PSF DATE 09/0100 STRDCTDRAL PANELS. BOTTOM CHORD SNAIL NATE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ? /Bp,W,E BC DL 10.0 PSF DRW BFSUSJAX 00245435 FgODUCTS. I%C. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO OS �0 X ALPINE !AILD THE TRUSSES I%C0%rORMA%CE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND FF BC LL 0.0 PSF BFS ENG /FA !gACI%6 Or TgUS5E 5. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ATE OF 7 LPINE CC%%ECT14SIAREDMADI SOF14E020GABY TASTMMA61AERI1 GRAORGALL NSTEEL. I.CEPTI ASI NOD PAPER TED.AND TAPPLYPI. ACONNECTORS TO ��' EACH FACE OF T.USS. AND UNLE$ S OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER TOT.LD. 37.0 PSF SEON - 50836 I CgAY!%65 160 A d. THE SEAL O% THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING AXE ' OUR.FAC. 1.2 5 FROM P A T CC .0%E%81FOR ANOL PARTICULAREBUIL DINSS 6 IS HE TRE SDONSIBIDESIGN L[TT Of THE BUILDTHE /NG,DES DESIGTY AND NER, OF PER THIS " O � A%SIITPI 1.1995 SECT 10% 2. SPACING 24.0 (JO08028--LOT 181-5 - J 4'-0' HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 1#2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP 1#2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. HIPJACK SUPPORTS 2- 9-15 SETBACK JACKS WITH NO WEBS. iOEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I i 4.24 r- 9 6-9 T R--4 U-180 1-9-2 1-9-2 0-4-3 8 R-31 U-180 W2X4(A1 L-c-2-9-15 -4-1-8 �I �-4-0.0 Over 3 Supports—( IR-293 U-430 W-6.983' i PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:2 FL - 1 - R - Scale -.375"/Ft. "WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--4 9 2 8 8 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TDI (TRUSS PLATE INSTITUTE. 5B3 D'ONO FRIO DR.. SUITE 200. MADISON. W) 53119). FOR SAFETY PRACTICES PRIOR TO v�p L H(/s�, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a.�••p'T�j•'.,'� TC DL 7.0 PSF DATE 09/01/00 i STRUCTURAL PANELS. BOTTOM CH ORO SHALL HATE A PROPERLY ATTACHED RIGID CEILING. •VY'/- �r:Q ••IMPORTANT•• FL"iv154 A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 N0.41�98t�; BC DL 10.0 PSF DRW BFSUSJAX 00245436 PRODUCTS. INC. SHALL NOT BE 0.E SDOv51BlE FOR ANY DEVIATION IRON THIS DESIGN; ANY FAILURE TO � U5 NAO A L P I N E BUILD THE TRUSSES iN CONFORMANCE WITH TDI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Or TRUSSES. TN15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 8T OF B C L L Q.Q P S F 6 F S-E N G /F A SPECIilCATIOt PUBLISHED BY THE AMERICAN FOREST AND RAPER ASSOCIATION) AND TPI. ALPINE 10 CCVNECTC0.S ARE MAOE OF 20 GA ASTM A653 GRe0 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •~ '�• TOT.L D. 37.0 PSF S E Q N - 34388 EACH FACE OF TRUSS. AN7 UNLESS OTHERWISE LOCATED ON THIS )ESIGN, POST TfON CONNECTORS PER AE E CRAWINGS 160 A.1. THE SEAL Ov THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T Buildas FusEStNmc RES DOYSI B ILITr SOLELY FCR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS iwksomillr.FL ANSIONENTI OR F1995NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.Q" (JO08028--LOT 181-5 - T9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP #1 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W3. W9 2x4 SP #2 N: WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. SEE DWGS S10015E 8 GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS -(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC - From 74 PLF at -2.13 to 74 PLF at 28.63 BC - From 20 PLF at 0.00 to 20 PLF at 26.50. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4= W3X4 WN8 T3 W3X3� W5X6 6 r- 6 WN4z 6-7-12 W3X3 s + W4X7 W9 2-0-0 W3 8-1-2 N3X6 a W3X5= W5X9= W3X4 W3X4(Al) 42-o oil 4­3-0-8-->J10-0 0-_'1 t 13-3-0 13-3-0 �iwJ f4 _-11-5-8 �T 9-9-8 �T 5-3-0 ive 26-6-0 Over 2 Supports _ _1 R-1167 U-460 W-3.5' R-724 PLF U-284 PLF W-2-3-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL - 1 - R - Scale -.25"/Ft. ••WARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF J A X--50211 FRAC ING. REFER TO M18 91 (HANDLING 1NSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSPERTITUTE. "3 D'ONO1110 OR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO vVl✓L r STRUCTURAL PANELSINS THESE . C14ORDNCTIONS. U ESMALLHRATEER SA PROPERLYATTACHEDRIGIDTOP CHORD A CEILING,LL HAVE DROPERIr ATTACHED tp� yismu�:,:I� T C D L 7.0 P S F DATE 09/05/00 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J 4VNp_,{4P��'''97�} BC OL 10.0 PSF DRW BFSUSJAX 00249238 PRODUCTS, INC. SMALL NOT BE RESDON$IBLE FOR ANY DEVIATION IRON THIS DESIGN: ANY FAILURE TO � O5 58O ALPINE EURO THE TRUSSES IN CONiORMAMCE WITH TDI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND IgACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN STATE BC LL 0.0 PSF BFS-ENG /FA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P►DER ASSOCIATION) AND TPI. ALPINE I ti 0 It/ CDNNECTORS ARF MADE OF 206A AST"A653 GRAD GALT. STEEL. EICEPT AS NOTED. AD PLY CONNECTORS TO / E TOT.L D. 37.0 P S F S E Q N - 52676 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER A DRAWINGS 160 A-1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T BYiW=F-IfSlS01= RESPONSIBILITY SOLELY FOR TME TRUSS CONDONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS � ��� CCMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 24.0" ARSI/TPI 1.1995 SECTION 2. (JO08028--LOT 181-5 - T12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP $1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #1 N :61 2x6 SP #2 N: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W8, W10 2x4 SP #2 N: WIND TC DL — 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO SPECIAL LOADS BRACE ALL FLAT TC Q 24.00" OC. ......(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) � TC From 54 PLF at -2.13 to 54 PLF at 25.63 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ! BC From 4 PLF at -2.13 to 4 PLF at 0.00 IBC Frgm 20 PLF at 0.00 to 20 PLF at 23.50 SBC From 4 PLF at 23.50 to 4 PLF at 25.63 iBC 432 LB Conc. Load at 5.75 i i, W3X4=— W4X4= W4X6 =_ W1.5X3 III W5X5 io 6 r— W5X6 i W10 WZX3=— W8 6 r— T4 _7 6 W2X5(F9) 4-4-4 —+ q W6X8(R) III 4 X— B1 W2X4 III W3X7 W5X7(R) UI W3X10 sF 1-2 W3X5(A1) W2X5(F9) L*z-o-owl IF2-0-oa1 L 5-9-0 _I_ 7-5-12 _I_2-3'2_I_ 8-0-2 I f 11-6-0 'r 5-10-4 T 6-1-12 �1 23-6-0 Over 2 Supports R-1318 U-520 W-3.5' IR-1092 U-450 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0151 QTY:1 FL 1 - R - Scale —.25"/Ft. j ••WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L Z O.O P S F R E F J A N--50212 i BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $03 D-ONOFRIO DR.. SUITE 200. MADISON. YI $3719). FOR SAFETY PRACTICES PRIOR TO vp L if 'rERFORMING THESE FUNCTIONS. UNLESS OTNERYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED a�••lljj .,'� TC DL 7.0 PSF DATE 09/05/00 SiRUCTL'4AL PANELS. BOTTOM CHORD SHALL PAYE A PROPERLY ATTACHED RIGID CEILING. p ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ]}DN.. 8Q?* BC DL 10.0 PSF DRW BFSUSJAX 00249243 FRODOCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEYIAT ION FROM THIS DESIGN: ANY FAILURE TO P ?aILD TME TRu5SE5 IN COCFOR�ANCE YITH TPI: OR FABRICATING. HANDLING. SHIDPING. INSTALLING AND ALPINE RACINS OF TRU5SES. TPI$ DESIGN CO\FORMS YITH APPLICABLE PROVISION$ OF x05 (NATIONAL DESIGN STATE OF BC LL O.O PSF BFS-ENG /FA PA C:NN[CTCRSIARE PMADE SOFD20GATASTMVA653AG%R AORGALTAESTNSTEELERE KEPT1A51x0iEDHO TAPPLrACONNE LTORS TO �'..0 ICAT TOT.L D. 37.0 PSF SEAN - 52678 EAC4 FACE OF TRUSS. ANO UYIESS OTNERYISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER LPINE •••• NAIL CRAWINGS 150 Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FROM P A T BUI,I_d�C,.R_`FIrstsouroc RES=:NSI BILITY SOLELY FOR THE TRU55 ONE N7 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jad3o ille.FL a.51. IT]`01995N5ECTI0ICULAR BUILDINS IS THE RESDONSIBILI7Y OF THE BUILDING DESIGNER. PER SPACING 24.D" OWNER: BESTCON,Inc.Spec Lot 5,Block 181 Marsh Oaks(Atlantic Beach West) SPECIFICATIONS DATE: 9/7/2000 BUILDER: BESTCON, Inc. CONSTRUCTION JOB ADDRESS: Lot 5, Block 181 Marsh Oaks (Atlantic Beach West) ( f aQ 3 Jasmine Street, Atlantic Beach FL 32233) All Items may not apply. (Mark those either"In Allowance,""Owner Choice,"Not Applicable"N/A,"or"None." 1. FOUNDATION: Not Applicable - Monolithic Slab F NG-Concrete Mix or PSI: NA Slump: NA h: N/A Depth: N/A Reinforcing: N/A Number: N/A ing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOOTING-Concrete Mix or PSI: N/A Slump: N/A h: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A I Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bott/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,Inc. 2440 South Beach Parkway • Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 1 OWNER: BESTCON,Inc. Spec Lot 5,Block 181 Marsh Oaks(Atlantic Beach West) BESTCON,Inc. 2440 South Beach Parkway •]ac csorMile Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 2 OWNER: BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A I Finish&Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 1 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 1 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish&Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish&Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 1 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish&Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: 16'wide Finish&Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS-Spacing: 1/2"x 10"32"O.C. Location: At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior wails; siding comers; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts;deck girders;deck floor joists and flooring;deck handrail and seating; deck stairjacks,treads and risers. BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 3 OWNER: BESTCON,Inc. Spec Lot 5,Block 181 Marsh Oaks(Atlantic Beach West) Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wail Sheathing Material: 7/16"O.S.B Size:45x8' Corner Brace Material: N/A Wall Siding Material: Hardiplank sides,stucco front Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x14/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bradng/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • Fl •32250 CRC-022365 904 246-3747 • Fax 904 246-7126 4 OWNER: BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Comers Vinyl standard comer post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6'steel off-ridge BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 5 OWNER: BESTCON,Inc.Spec Lot 5,Block 181 Marsh Oaks(Atlantic Beach West) & STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 208" 1-3/4" Stanley Sliding/Patio I(INCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 6 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'Z" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4- Base Generic Masonite WMP-623 3-1/4- Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 7 OWNER: BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock Nailed,Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcom Texture 1/2"Ceiling. Nailed 3 Finish-Walls: Smooth Finish-Ceilings: Popcorn Texture Other: 1/2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,Inc. 2440 South Beach Parkway •]adcsonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 8 OWNER:BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 11. CABINETS, VANITIES COUNTERT PSr BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Dakota Flat panel WilsonArt 4"WilsonArt None Master Bath Dakota Flat panel WilsonArt 4"WilsonArt None Guest Bath Bath #1 Dakota Flat panel WilsonArt 4"WilsonArt None Bath #2 Other: 12. MASONRY: r AR MIX: N/A BRICK/STONE, Style/Number: N/A Bond/Pattem: N/A tr Color: N/A Joint: N/A els: N/A Brick Tie Spacing: N/A FIREPLACE BRICKISTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry,front only Finish:Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 9 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model,Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make,Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw—11 Grilles Brand Name, Style,&Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name,&Model: N/A Electronic Air Cleaner Brand Name,&Model: N/A Baseboard Heat Brand Name, Model&Numbers: N/A Stove Vent: N/A Dryer Vent: 4"metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 10 OWNER: BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/4" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 11 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) Gas Supply Material joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number,etc. Master Bath Guest Bath Bath #1 Bath#2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D-2710LHP/H62/A62WH DELTA D- 1448LHP/H71/A72WH Shower Faucet&Control DELTA D-1324LHP/H71/A72WH Lavatory Faucet&Control DELTA D-2521LHP/H22/A22WH DELTA D- 2521LHP/H22/A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front comer, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house Location,Soft Water: N/A Other BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL •32250 CRC-022365 904 246-3747 • Fax 904 246-7126 12 OWNER: BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) Fixture Description-Brand Name, Model Number,etc. Size/Other Kitchen Sink Eljer C/I 33x22 4 hole 33"x 22 Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No.of 14/2 Circuits: 5 1 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 13 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove # 8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach - FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 14 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 110 Volta a Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 15 OWNER: BESTCON,Inc.Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 110 Voltage Wiring Detail continued Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4'2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4'2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(0/H) Recess with open trim 2 16. PAINTING: BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 16 OWNER: BESTCON,Inc.Spec Lot 5,Block 181 Marsh Oaks(Atlantic Beach West) PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Wails of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2 -coats Swiss Coffee L-4 Stain, Finish,and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 17 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath #1 VINYL Owner's Choice To 7-0"AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1/2"MR Sheetrock Grout: Owners'Choice Other 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name&Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name&Model: N/A Roof Ventilator Brand Name&Model: N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: N/A Other: 20. LOT GRADING and LANDSCAPING: Lot will be final raded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 18 OWNER: BESTCON,Inc. Spec Lot 5, Block 181 Marsh Oaks(Atlantic Beach West) 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: Manufacturer and INSTALLATION ITEM Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets,Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs,Seeding,Seed Bed Preparation, Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,Inc. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 19 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904) 247-5805 a.si. SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS dog 78 104 za9g4 _1007 .2 q 2 &A IQ aro j 14,.d� row.,d 3 ?1 q,( St zIg43 3 �4 I� Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT ------ _----- ------ CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in cornpiiance with the various ordinances of the City regulating building construction or use. For the following: i i Address: 1003 JASMINE STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20878 Date: 2/26/2001 r DON C. FO D, C. O, last in a conspicuous space CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—/ 003 ��S M r V0 S"r Date /d ' 0 c Heated Square Footage ( I ( 0 @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch �$ per sq ft = $ Deck @ $ per sq ft = $ Patio �J@ $ per sq ft = $ 8v TOTAL VALUATION : $ d 600 col) U21 $ Total Valuation 1st $ ;,zd00 s CO Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 45T + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ •—� BUILDING PERMIT FEE $ &30 WATER IMPACT FEE $ 1i0 SEWER IMPACT FEE $ WATER METER/TAP $-O• 0n CAPITAL IMPROVEMENT $ 3.2 A SEWER TAP $ • � )LItO) RADON (HRS) . 0050 $G • 36 SECTION H PAVING {•Svc ) $ O, 0'D HYDRAULIC SHARES $ CROSS CONNECTION $ 34S71' " X4 10) SURCHARGE .0050 $ 4a- 3 OTHER $ GRAND TOTAL DUE $ 2 (1-71 1 � ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 z , PE 1.►IT-INFORMTt4N=.,,w LOCATIo{YIIFORNf/ f<QISt Permit Number: 21123 Address: 1003 JASMINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 181 Section: Square Feet: Subdivision: SECTION H Est.Value: Parcel Number: Improv. Cost: " . .,QIl1I,�1"ER 1NFOR111fTtDIN¢.` .- ... Date Issued: 12/11/2000 Name: BESTCON INC. Total Fees: 47.00 Address: 910 OWEN AVENUE Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/11/2000 Phone: 904)246-3747 Work Desc: INSTALL HVAC q IEMR h•— ix-09.e. k '-"..' Fr.o^* MCGOWAN'S HEATING &AIR COND. PERMIT 47.00 /1A ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ` M 12/1a'/N!l ftnipt: NI> R ATLANTIC BEAC BUILDING DEPT. � � 3a&(l BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between And r BUILDINGr �}- Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of MechanicalMcGowan ' S Heat i cr & A Contractors Contractor (Print) cond. Inc . - j Masfer CACO-18970 Name of M-48 Property Owner a � S Signature of Owner Signafur@ of or Authorised Agent itecf or Engineer III. GENERAL INFORMATION A. Type of Mating fuel. E3. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? �7E Q Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Q Other — Specify IV. MICMANICAL EQUIPMENT TO RE INSTALLED NATURE OF WORK e (Provi mplete lid of components on back of this ffo Residential or ❑ Commercial Heat ❑ Space ❑ Recessed [Y Central O Floor Caw Building Air Condi ioninq: ❑ Room enfrol ❑ Existing Building Q Duct System: Material Thickness ,❑., Rereplacement of existing system Maximum capacity c.f.m. �New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity q.p.m. ❑ Other — Specify (3 Fire sprinklers: Number of heads_ Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q :Gasoline pumps (number) (Raqll-s+) Q. Tan4t (number) Remarks Q LPG containers. (number) J' Q Unfired pressure vessel ❑ Permit Approved by Daswim te Q Oth" — Specify _—_ Permit Fee LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT Caped Number Unites Description Yodel Number Manufacturer (TOM)y w� Y C 7 n Sr e CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - TeL 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION rmit Number: 20943 Address: 1003 JASMINE STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW I Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: 1 Parcel Number: Improv. Cost: OWNER INFORMATION Name-- -: -8-E ST_00-N-1 INC. Date Issued: 11/08/2000 A=Total Fees: 53.550 Address- 9100WENAVENUE nt Paid: 53.50 JACKSONVILLE BEACH, FL 32250 11108/2000 4 too Innon Date Paas' I I Phone: (9Q41246_3747 Work Desc: TALL PLUMBING 'v CdN_ TRA_CT6R(­S) APPLICATION FEES DON HARRI S' PEMI? 53_.50_ - Inspections Required No EA JOPOLIT 11FINAL _j NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. &) -BEACH ��o Date: 11/@9/0@ Receipt: 14 ATLANTIC H BUILDINN EPT. CHECKS . 0009533 00108003221000 34004 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: hx�-3 ►'�t�.p fi OWNER OF PROPERTY: 1 e cJ Cc)y-1 BUILDING CONTRACTOR: PC(V K)L C-,Ab` PLUMBING CONTRACTOR DON HARRIS PLfJ�:'RflN, Co AND ADDRESS: lP�+.�O. SOX ill-068 TELEPHONE NUMBER: (9 0 4) 772- 0-900 C " C - 0 1 g9l 9 4 STATE LICENSE NO: rte_ TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS I-LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS ' WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + 15.00 = " $ $ -- = -_- -----------_ - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 —Il/Nov.20. 20804 6 02P 904:BESTCCN, In No 5754 P. 2l3 iboo2 flililllruri uwl Raoul ud Return w: Doak J.MIoltsalHugaes,$ttµ+ue 9®04 Palle 453 , oibnlair 11de Services.ince 4190 Belnrn surd suirc 330 Acckamine,Prorkin =6 wcwl D NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO, /V72/_0000 STATB OF KORIDA - COLINTY OF DUVAL The undersigned hereby gives notice that improvements will be made to certain real 1property,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this notice ofcommenceman6 I. Description of"property to be improved(legal description and address,if availabla): $81!EXHIBIT"A"ATTACKED M04TO AND BY THIS REFERENCE MADS A PART HEREOF. 2, Cleneral description of improvements: Rinale ftimily residence 3. Owner Information: (a) Name and Address: BESTCON,INC.,2440 South Beach Parkway,Jacksonville Beach,Florida 32250 Phone#:(904)246-3747 Fax#:(904)246-7126 (b) Owner's interest in ilia Bios crate iuip,ovaruenta(ifuthar Than fcc ifooplc 611c binder)_ (c) Name and Ad!►ress of fr simple title holder((f ether than owner): s 4. Contractor: Name and Address:Some as owner v Phone#: Fax#: 5. surety wr any yayureul bulla. (a) Name and Address: ^� Phnr.P.S- Fax te: I (b) Amount pf bond S (copy of payment bond,if any,attached hereto,) 6. Name of any lender malting a loan for die construction of the improvements: AMSOUTH BANK 9424 eawpeedows Road Suite 100,Jacksawllle,Florida 32256 Y lions#:(904)261.7610 Fax Il:(904)281-7647 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 71,1.11(1X*)7,Fhlrirla Ctanttes(Name wid Address); Phone#; FAX# 8. In addition to himself,owner designates the following person to receive a copy of the lienor's notice as provided hi Section 713.13(1)(b),Florida Statute(Name,Bank and Address): Gary E.Hollificld•AMSOUTB BANK 9424 Boymeadows Road.sults 100.Jacksonville,Fto{ida 32256 Phone#:(904)251-7610 Prix 0:(904)281.7647 9. Expiration date of notice of commencement(the expiration data is one(1)year from the date of recording unl=a different date is specified): BESTCON,,INC. by: /1•�n W.H.WALTON.A.,Vic_ r idant ' x t2$$0�,f67895 (CORPORATE SEAL) Pa s 4!S1 434 (OWNER) Fled i Recalled 11/17/200f 05:00-.39 PR Swo od Su c MY 1CI�N�CUIT COURT t ' %� ,r 50 TFEE /IV LOO MkTIFT6 f 9- "Notary Public,Slate of Florida EWI00 (14uose prim Nenic) a WC�_"_ �� Ube My Commission Expires: a '""'�"N�f CC8.'"1T c Serial No.,If Any: Personally knows) wxt ate Produced Identification Type of Identif=tion produced: (NOTARIAL SEAL) MsnetMotirxOlContmeorcmn,x POST CERTIMED COPY OF THE RECOn09D NOTICE ON CONSTRUCTION SITE Received Time Nov-20. 2:22PM _ —.j�/Nov.20. 26004 6:03PM 904BESICON, fro- No.5054 P. 3:'3 2003 r° Book 9804 Page 454 FILE:OOWD EXHIBIT W Let 4, Block 161, settle,, 'pi',ATLAWnC DCAM Acwr ling to The keit thereof reaerded in Ptwt Book 16,page 34,of tete current public,:covb of Dural County,Florida, 1 R 9i�►1Et1RFiptygt , aMlt tpl/gy • Cawrr w--. acme wV am of 1e b Ir etr ih,,r ft01Yt/te Of ei f M K tT ,Ciu1f�p qy�,� FFrM LMw�w�AyNMLNY A.-1 LYNN SMrKa�,I,K,/-Mra,P•ltq Niene ' Received Time Nov 2Q 2 22PM CITY OF r�tCaoctic i each - ���ida . 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 —' TELEPHONE(904)247-5800 FAX(904)247-5805 a(l SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. A RESS / 00-3 Please call me at 904-247-5826 if you have any questions. ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: E�l3 1!► �" IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. / ELECTRICAL FIRM: MASTER ELECTRICIAN SIGp6TURE JOURNEYMAN NAME /3c sfca.J Cv'i —ADDRESS: 4k s,""'.c RFD BOX BLDG.SIZE BETWEEN: RES.(✓lIZAPT.( 1 COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW Irl' OLD( 1 REW.( ► ADDITION( 1 TRAILER( 1 TEMP.1 1 SIGNS ( 1 SO.FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE 4l/C�. AMPS2-"b COPPER I ALUM. tl SWITCH OR BREAKER Z-0 v AMPS ( PH W 1 24d VOLT 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 0.90 AMPS. 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. ovrR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT MOTORS H0-.P.i VOLTAGE PHS NO. 1OVN.PER. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I.I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH I FLASHER EACH SIGN — FORWARDED s TOTAL FEES CITY OF ATLANTIC BEACH DEPAIR.ThADN'T OF BUILDING 800 SERONOLE ROAD AT LANTn, SPACH ;7;_32233-T - _-;A17-58z6.,�P_-: Z EL _PERMITINFORMATION LOCATION INFORMATION Permit Number: 20878 Address: 1003 JASMINE STREET Permit Type- BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 181 Sect ow Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: _J 1 Improv. Cost: 90,000.00 OWNER INFORMATION A^1 Al 3- Date Issued: 110-Ta'1,2 0 0 Name:_UE3—TCOM-INC.-- Total Fees: 3,479.10 Address: 9100WENAVENUE Amount Paid: 3,4779.41 n JACKSONVILLE BEACH, FL 32250 Date Paid: 10/31/2600Phone: (904)246-3747 Work Dese: CONMUCTREWH-61ME PER PL_AN8_H6F_ 9410 9CONTRAPTQR APPLICATION FEES INC. PERMIT 6X00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,2150.00 WATER METER/TAP 85.00 CAPITAL IMPROVE. 325,00 RADON GAS-H.R.S. 6.69 RADON CAB 5% 0,36 CROSS CONNECTION 35.00 SEC H IMPACT FEE 750.00 CONST.SURCHARGE 6.34 SCHARGE/ATL,I3CH. 7' Inspections Required TIRE BARRICADES r-00TIN(3 COVER UP j FRAMING I FINAL BUILDING INSULATION CERTIFIOCCURANC,Y NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED 11.1P ANO, HAAUILEDAWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCT ION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A NTIC BE 4 BUCLDt ffi CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7) copies and received by 5 PM on Fridaten 01 days prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARDED SITES WILL NOT BE PROCESSED. 2440 South Beach Parkway Jacksonville Beach, FL 32250 904 246-3747 APPLICANT NAME ADDRESS TELEPHONE 2. At ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: IZ-4ZJ S�N 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ❑ No NOT SURE 5.PROPERTY ZONING: RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** 6dkz '5 /?. 2 57 " ;x1a An.-Lz- / 0?. 3 7 *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE.TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE R, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. l� C, App 'Ti's Signature Date (� n Owner's Signature Date CITY USE ONLY: Tree Conserva ' Board Chairperson Date SEP 19 100 13:23 CLARSON 160 P02 MAP SHOWING PLOT PLAN OF LOT 51 BLOCK 181 n w r 11 1 1 -a,I f I A c r of n r,e i n,t i ii I I L - i%-.t A Ir 4--rq<.% --i r'A 1 4 •• - A,!3 KtUUKUtU IN f-Lomrl uvtvjr"*,---j-At L UP- fNt!. UUMMr-1-41 t-UDLK, mctumo-N yr utjvp%L GOON rv, rLQM#rJA. Frprp-r-F-P5 e-.F---iiri 1--7,p-n n--w r-n n -ri i r- r.I e w I I r4f. I roe RemOMs1AHO" NOTE: LOCATED ALL 6" OR LARGER TREES, (5-3-2000). TREE LEGEND OAK 02 TWIN OAK 51 b I A6 HICKORY PALM 0 MAGNOLIA L 0 T L 0 T L' 0 T 4 5 L. 0 c K 1 8 2 (NO CAP) S01 422200"E Z;' "RE MN(m 3"s) L ceC K a eel 1�4 10- 161 6. 1- 0 -r 0,An In 2MG On 26.5 ' ( 0 / 2 m* ned TA' V-- -(j R -w Z 6 Z�at> 02 0 _j if, My 0 b 0 w 12. 0 < to <i Tw (L v N01'2 (U) M48) 50. J A S M I N E S T R E -- E T 50' R/W CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 77 Permit Number: 20817 Address: 10 JASMINE STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 0 Date Issued: 10/18/2000 Name: BESTCON INC. Total Fees: Address: 910 OWEN AVENUE Amount Paid: JACKSONVILLE BEACH, FL 32250 Date Paid: Phone: (904)246-3747 Work Desc: TREE REMOVAL PER BOARD APPROVAUMITIGATE 14"OAKS 611OTHER WftBESTCON, INC. I I TREE BARRICADES TREE BOARD COMPLIANCE L NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A NTIC tBEACH'BWL—UNG EPT. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION Allapplications must submitted with seven(7)copies and received by 5 PM on Fridav ten 1101 days prior to the scheduled meeting in order to be placed on the agenda. �k INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 2440 South Beach Parkway Jacksonville Beach, FL 32250 904 246-3747 APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3.REASON FOR PROPOSED TREE REMOVAL: IU&J 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ No NOT SURE 5.PROPERTY ZONING: RESIDENTIAL ❑ COMMERCIAL 6.LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** r 67 „ �6, Wla 0?. .3 7 ©?�� *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i7 Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE.TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. J�L CV, App 's Signature Date n Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date SEP 19 100 13:23 CLARSON 160 P02 MAP SHOWING PLOT PLAN OF LOT 51, BLOCK 181 , LAA�n -"U,41 1 C-~4- n w -rwl Acr-- xm r-- -n r- n t 4--"i i A-r+ A trn -f° r- i A,'3 MtUUKUtU IIll I"LAI UVtFI"*;—l'AftL --a'+ Ur Irlr- ULOr-Mr-1-41 t-UCLIS, mr-%,vr%Umk yr UvvAL cvuiqr'f, rf-c.-MIDA. r-nLv-.TLir- rto -e_ oeg-w i im. ojoi s44imk-&-'^ -1141;LL-9. NOTE: LOCATED ALL 6" OR LARGER TREES, (5-3-2000). TREE LEGEND OAK 1VIN OAK 18 A HICKORY PALM MAGNOLIA L 0 T L 0 T L 0 T 4 5 B L 0 c K 8 2 (NO CAP), S01 -22 00`*� 7 .11RE"KNM is. 'T13 L. C K 'A An totiiil 4b 14) 2 d 0 "ju-c IA• 7 1 Z "o 4 J Q. Lo 2 Ar w 00 ED O 0 0 12. LA to to lo, MIN &J 7- co .2 z 2200 v NOV22 9 (LB M48) r' 50. 14! J A S M I N E S T R E '. E T 50' R/W PROPERTY DESCRIPTION 5 � # Block #�, Section #�N ,division: SLC lGTit_ 9V Street Name DESCRIPTION OF WORK or Address:/04-3 If in a FLOOD HAZARD Flood Zone: 1/ area complete page 3) Brief DescriptioAAaJL SLA4&Ansd4le r Class of Work: ew Remodel/Addition: ZONING INFORMATION Type of Construction: W004�. Zoning ��n Propo District: 2 Use: Q$ Estimated Value $ &.0,z,co tt � Exceptions or Variances Materials: Granted: ' /V U/`/e-- •Solid or filled II Ground: Roof: Method of Heating: OWNER INFORMATION BESTCON, INC. Property owner: 2440 South Beach Parkway Phone: Mailing Address Jacksonville REaCh, 39250 Zip: 904 246-37-47 CONTRACTOR INFORMATION BESTCON, INC. Contractor: 2440 South Beach Parkway Phone: Mailing Address: , ft 32M 904 2464747 Zip: C2C t��.2��5 Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND S P TING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. �-- 1 9. 027o� Owner Signature DATE �' '?-27 &,2100 0 Contractor Signature DATE 2N TO AND SUBSCRIBED BEFORE ME BY � O S THIS 62/ DAY L 199 Lam/ NOTARY PUBLIC /Z -Z F�Wyuvpjw fE 1NW• ATE OFFi.O U WMMMN MM DEG.2k M OOYNIE a N0.CCO It FLOODPLAIN DEVELOPMENT INFORMATION Location:: Js' 6,&e /�/ S.eCE G 6'YL V Type of Development: /�S 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 d pmentl. Date 9. o27 o2DD0 Applicant's Signature �— Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: / Q O 3 -s M I or— OWNER: 4f{U /V c C Ff 0 c._ r A5 r—S C b /f [ 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [y' 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter 132) [ �]' b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) [ d. Determine building height in stories. (Story definition Chapter 62) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [`]' f. Determine percent of exterior openings per floor. [ ']� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. - (Chapter 136) [4' a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) b. Check allowable height and area increases permitted. (Chapter 85) [ 4. Check detailed Occupancy requirements. (Chapter 134) [ 5. Check detailed Construction requirements [ f a. Fire Protection of Structural Members(Chapter B6&Table B600) [ b. Fire Protection Requirements(Chapter B7 and Table B700) [a' C. Means of Egress Requirements (Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-B26) [.x 7. Check other requirements as necessary. [-� a. Construction projecting into public property(chapter B32) [.r]' b. Elevators and conveying systems(Chapter B30) [,�' C. Sprinklers,standpipes and alarm systems(Chapter 139) 1—T d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15) f. Light,ventilation and sanitation (Chapter B12) { ] g. Other / © '2 S- - u CITY OF ATLANTIC BEACH BUILDING DEPARTMENT �T Date By: �-- Don C. Ford, Building Official don/sb.1 CITY OF ,fit 800 SEMINOLE ROAD - - - - -- --- TLANIIC BEACH. FLORIDA 3223,3-_'i L; TELF'OHOtiE(904)247-3800 FAX ON) 247-5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHECKLIST ✓ 1. Building Application Form 2. Two complete sets of pians including detailed site pian - Four if commercial ✓ 3. Recent survey, including tree survey or letter certifying no trees are on property 4. Owner/Building Affidavit(required when owner acts as contractor) ✓5. Energy Sheets 6. Notice of Commencement <—c TIME REQUIRED FOR PERMITTING APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. CITY OF ATLANTIC BEACH Fixcure Unic Worksheet for Water Impacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DE.LkND FOR EAC2 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE- WATER SUPPLY C:iA.RGE IS HEREBY FIXED AT 7 ENITY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTE.'{. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 WATER CLOSE_ WATER CLOSET, TANK OPERATED (4) VALVE CPERLk= (8) BATH UE/SHOWER (2) URINAL WALL LI? (�) SHOWER CROUP PER HF-0 (3) FLOOR ORA_N (1) SHOWF3 STALL DOMESTIC (2) LAUNDRY TRAY (=} p LAVA-Lazy (1) C.X3'_NAT:CN S'-!'NK AND __zY `3) 1 WASHING Y.ACHINE (3) � PC'_', SCULLERY �D ISiiNASHER (2) WASH SINK EACH SET C FAUCETS (2) U rITt Ei SZI�l' (2) DENTAL LAVA7ORY (i) �KZTr_w SIM WITS WASTE � DENTAL UNI7 OR CUSPIDOR (1) GRINDER (3) BID£: (%) URINAL STALL, WASHOUT (G) FT..IISX22iG XLX SINK (8) CON.BINATION SINK AND TRAY WITH FCCD DISPOS. (�) URINAL, PMESTAL, STPHCN JET DRINKING FOUNTALN (1/2) BLOWOUT (2) LAVATORZ. EARNER/BEAUTY ICE MAKER (1/2) S SLOP (2) SURGEONS SINK (3) b LAVATORY, SURGEONS (_) JACUZZI (2) V URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS O` 0. S20.00 EAC:iS � ,10y`r JOB INFOR.w.ATION /©6-3 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: OWNER: .6 Q 2 c3 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter 133) YY [✓� 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter 132) [ b. Determine grade elevation for building. (Grade definition Chapter 132) [v] C. Determine building height in feet above grade. (Height definition Chapter 132) [�]' d. Determine building height in stories. (Story definition Chapter 62) [v]' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) �✓] f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (�- (Chapter 136) �j a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [Y]' b. Check allowable height and area increases permitted. (Chapter 65) [rte]' 4. Check detailed Occupancy requirements. (Chapter 134) 5. Check detailed Construction requirements [� a. Fire Protection of Structural Members(Chapter B6 &Table B600) [fi]' b. Fire Protection Requirements (Chapter B7 and Table B700) [ C. Means of Egress Requirements(Chapter B10) [ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓]' 6. Review design as related to standards. (Chapters B16- B26) [ 7. Check other requirements as necessary. [� a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) F ] C. Sprinklers,standpipes and alarm systems(Chapter 139) [ ] d. Use of combustible materials on the interior(Chapter 68) [✓J' e. Roofs and roof structures(Chapter B15) f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other © " 6 — 0 0 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: ' �--- Don C. Ford,Building Official don/sb.1 SEP 19 100 13:23 CLARSON 160 P02 MAP SHOWING PLOT PLAN OF LOT 5, BLOCK 181 , nwl"j. r"ll-i -fvlAdoml- nrl- i"- - pat—. t Ab KtUVKL)tL) IF'$ I"LM UVVIV-1 0;--1'AtL -C4 Ul- Int kUKMr-1'3 I t-UDUIL, mr-%,umua yr ou vp%L 16QUI-4 r c, F(-CpMfCjA. rmn -ra Ir- rgs -y Ir:w I i -jI. I ree RBMOvd A000006 NOTE: LOCATED ALL 6" OR LARGER TREES. (5-3-2000). TREE LEGEND OAK TWIN OAK 61 8 I A6 HICKORY PALM MAGNOLIA L 0 T L 0 T L. 0 T 4 5 B L 0 0 K 1 8 2 (NO CAP) S01 '22 00 E VARZFENCE 3848) a L 0+1 cc c K 0+11 Q" L 0 Afr.PAnQ 2 0 nod a r A' a:F= Ld Z6 f i Z 0 < .12"JA- CLIn 2 7" a IL 0 0 0 b 0 �41 12, bO Lo C.111 .2 (0 n. bu 7- co JL z 22010' v NW- (LB 3848) 50. 14, J A S M I N E S T R � J�C � T 50' R/W 0" 0