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Permit 330 Ocean Blvd (vault)BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFA TLANTICBEACH, FLORIDA' CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address: Legal Description: 3/4/97 The Gellatly Company 12692 330 Ocean Boulevard Lot 3, Block 24, "A" Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as single family -7 Lowest Floor Elevation: 8.5 ) Y' 3 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COANN-ETE DEPARTMENT Fire Public Works Planning Building DATE NOTIFIED DATE APPROVED na 3/3/97 3/4/97 BY C�f/r a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033185 Date 6/08/06 Property Address . . . . . . 330 OCEAN BLVD Tenant nbr, name . . . . . . INSTALL 2 HP & 2 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ STEVEN/JOAN KANE ENVIRONMENTAL AIR COND.INC 333 OCEAN BLVD. 6900 PHILLIPS HWY - 14 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 279-0030 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 95.00 95.00 .00 .00 95.00 95.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 PERM T IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t Lfrj %. / CITY OF ATLANTIC BEACH 1 MECHANICAL PERMIT APPLICATION Date: (. / u 1 o C. Property Address: 33o Qr-- rp , RLu h Owner: _K&P t-' t2 CC-ra t=/. - C Telephone #• Contractor: CY yxAj:a4jK g; -A )qc &I c_ u,-rLV Telephone #:_.2-1g-oo: tp LOG. Contractor Address: to k Fax #: 9 -24j— coo-) cj Contractor Signature: ., Z�� X� In consideration of permit given for doing the work as described in the above statemen , we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of __good practice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site, list the building permit number: ❑ Gas: _LP Natural _Central Utility ❑ oiI ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat_ Space _ Recessed Central _ Floor Residential ❑ Air Conditioning: Room XCentral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity fin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity hpm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ _ Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers LlExtension or Add-on to Existing System ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency t - a uL- P Ywxo n r '� v L HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency A u o rt - C0 UL t{v lc rs�' 3G oD t� 1. TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 * http://www.ei.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030665 Date 6/29/05 Property Address . . . . . . 330 OCEAN BLVD Tenant nbr, name . . . . . . INSTALL STORM PROTECTION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2800 Owner Contractor ------------------------ ------------------------ STEVEN/JOAN KANE ROLL -A -WAY, INC. 333 OCEAN BLVD. f 10601 OAK ST, NE ATLANTIC BEACH FL 32233 ST PETERSBURG FL 33716 (727) 576-1143 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 2800 Fee summary Charged ----------------- ---------- Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 A 4 Paid Credited Due ---------- ---------- ---------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL - 1 rL�l CITY OF ATLANTIC BEACH r S; BUILDING / ZONING DEPARTMENT s1 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # V 0—�-�YO(D 5 Property Address: Applicant: Project: Cc: D. For igg s rr T7 p rmit application has been: Approved �7 Reviewed and the following items need attention: Please re -submit your application when these items have been completed. Reviewed By: Date:(o ZQ� �n C� Date Contractor Notified: AUN b 901, CITY OF ATLANTIC BEACH ILU PERMIT APPLICATION FOR REPLACEMENT OF WINDOV, SKYLIGHTS AND___ GARAGE DOORS OF SINGLE -FAMILY OR TWO-FAMILY ( UP,UX) CONSTRUCTION Date: Job Address: 3 30 OC44AJ jc.V,�, _ /Q'TLA411G "4W. SCL33 Owner's Name: Sm ✓AJ 0-C. A*"*' A OF Address: 330 04&4A) SAM, A 7'& 4Ws[. aii4ki AJ Phone: &-.4jw IF mss Legal Description: Block Number: Lot Number:-3Zoning District: Contractor: Jp�^r (4� C S ZtI State License Number: Address: l oC-C)1y o4 K C7' DJC Phone: -7 City: Describe proposed use and work to be done Present use of land or building(s): _State: L Zip: 371b Fax: `7 V7 — `(�, — / ! ©✓ Ns raf,c. SrAA-4c ?AeM-07��c! jr! o; Valuation of proposed construction: c 5zEno Is approval of Homeowner's Association or other private entity required? N Q If yes, please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Roof Slope *Window Elevation from Grade (ft) Window Width (ft) Building Length (ft) Window Height {ft) Measurement from corner of building to window Y %"Pl' (ft) 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 - http://www.ei.atiantic-beach.fl.us Page 1 Revised 1127/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type b. Elevation View of Window Locations I hereby certify thll informatio provided with this application is correct. Signature of Own:: 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 wM)orrect and that the plans and supporting data have been or shall be provided as required lltgrkaturc of Contractor: Address and Name: 5 i 3�a ion of person to receive all correspondence regarding this application (please print). Mailing Address: 7 � , S ��( R__ p Telephone: 9U7 —�Zg°�—(o Fax: aU —4 3 E -Mail: AS TO OWNER: Sworn to and subscribed before me this /,� T� day of/�JeG/yL , 20165' State of Florida, County of Duval y WHARTON REID CRAWSHAW MY COMMISSION # DD 090043 P EXPIRES: March 18, 2006 } \ Bonded Thru Notary Pudic Underwrters AS TO CONTRACTOR: Notary's Signature: �. Personally known ❑ Produced identification Type of identification produced Sworn to and subscribed before me this ,/2_-r& day ofIds Ope_ 12040S_ State of Florida, County of Duval Notary's Signature: orw- 6j� Personally known ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Page 2 Phone: (904) 247-5800 • Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/27/03 tiMArR- WHARTO?N REID CRAWSHAW =.: MY I;;"iV!-`0ISSION # DD 090043 Ey' ,;ES: March 18, 2o06 -Notary Pudic Lk W,daa Notary's Signature: orw- 6j� Personally known ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Page 2 Phone: (904) 247-5800 • Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/27/03 NOT.CE OF CCtiltli UCEMENT FS 713.13 Return to: (enclose self-addressed &tamped envelope Name: D & R Shutters dba Rall -a -way 23 75 St. Johns Bluff Rd #30 Box 15 Address: Jacksonville, FL -32246 This Instrument Prepared by: Name: D & R Shutters fti),i-a-way 2375 St. Johns Bluff tui #3Qj i3o*x i 5 Address: Jacksonville, FL 32246 Property Appraisers Parcel Identification R"' CO FORM 408I� JUNE Doc # 2005235587, OR BK 12576 Page 1179, Number Pages: 1 Filed & Recorded 06/28/2005 at 09:59 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 SPACE ABOVE THIS LD jE FOR PROCESS WO DATA I SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance with chapter 713 of the Florida Statutes, the following information is provided In this NOTICE OF COMMENCEMENT. Legal description of 0olperty (include Street Address, if available) 00, irk. i 5-h ce_ C G.c97- General description of improvements /AJS7"/1" 2's'rk `� PAO7'O '4th Owner's Nams` AWCE �j 3bAA(w.' j C#"Af Address jjj0 13 c.0Z , .�l7tAw�'� 1�,F�/et.cT 444 3Zr 33 Owner's Interest in site of the improvement Fee Simple Title holder (if other than owner) Address Phone: Fax: Contractor -r t` -s c9 f� —t �;�4 �/ ? S� 5 S i- `TO HWS Addrass 41C KSO U I ZLE L_.. Phone: qd q -_9g7 -6--�_6fF ax: q0 `l2. ` 3� 5l Surety Pho Fax: Addr ass Amount of bond $ Lender's Name Address: �7qe: Fax: Persons within the State of Ficrida designated by owner u on om notices or other documents may be served as pro- vided by Section 713.13(1)(a)7, Florida Statutes. a Nama e Address Fax In addition to himself, owner designatesA. Of --H-E Phone: _ Fax: _ o to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 0 Expiration ate of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ✓ AJ F J'CAAt 4_ E Signature caner Printed Name of Owner `o a e ,,,• 1tKlYi,N F tl I have lied Upon the following idendfication of Amiiant «:'%- My COMMISSION 8 00 090043 A'�"� �A41y k� o° ;: EXPIRES: Marta 18, 2006 P, Sworn to and subscribed beforea this _ da 96 '�,pj;4: Bonded Thou Notary Public Underwriters Y �� 1 7 !' W SUN 200h i Jerry E. Hicks Customer Name: PropertyOwner &N Address: -UD O�..�� St. Unit # city, , Phone # Phone # bJ✓44- Single Family 43K 1>Structure: Masonry Wood, concrete Aluminum Other Specify (Window Frame: If opening varies from above materials, indicate type: ) 2>ROOF SLOPE: Less Than or Great than 10 degrees 3>Fire Sprinklers: Yes Np '� t 4>Building Height 5>CoasW Zone Yes No 6>Condominium/Association Approval: Required Not Rewired ✓/ 7>Are Specs Available: Yes No 8>PSF Roll-a-way Pians required to complete this job: Roll-a-uvay.Storm & Security Shut%xs Customer ,LAI II City 4 Opening # hack Width Track Height Product type Plans IIS The Dream Inc. �� D&R Shutters, ft. "Meow s—� Brunsv". Savannah. JacRsornille and the apaches Hilton Head, Beaufort & Charleston � �= AMSECuwrY&WrH s � from Amelia island to St Augustine HoO a Difke & Showroom Rt. 1, Box 7$T (Hwy 462) - Ridgeland, SC 29936 1-888-,-�65 2929 • Fax 1-843-717-1749 PHONE TO: TSV* 4-AA) x.30 OC4AA.) I;&Vb JOB NAME. LOCATION ,Ai..ANnC- 13�- X00 r 7v 5 <4A4- /AWA' " 5r&)b&6SS i AAc.# i v,P 4 jtv i t vw 0 J A c.t_. A%7j ar bu.J s Vra bb,1ic lb s A f—r , -,,W D4*53 WA04 JOB NUMBER { "PHONE Q ji S L 7 8 9 1 ty Authorized Date of Acceptance: 9 a s" rtonua nuitcung Loue unune DEPARTMEN7 OF a", � � Community Affairs Page I of 2 PRODUCT APPROM Product Type Detail r -4r -ir 'ir 'ir I Overview Product Search Organization Product View Search APPlrcatron Attachments User: Public User - Not Associated with Organization - Need Help ? Application #: FL419 Date Submitted: 09/30/2003 Product Manufacturer: Eastern Metal Supply Address/Phone/email: 4268 Westroads Drive West Palm Beach, FL 33407 Category: Subcategory: Evaluation Method: Shutters Storm Panels Evaluation Report from a Florida Registered Architect or Florida Professional Engineer Referenced Standards from the Florida Building Code: Section Standard Year 1606.1.4 SSTD 12-99 2001 Florida Engineer or Architect Name: Florida License: Quality Assurance Entity: Validation Entity: Date Validated: Authorized Signature: Evaluation/Test Reports Uploaded: Walter A. Tillit, Jr. PE -44167 National Accreditation and Management Institute Walter A. Tillit Jr., P.E. 09/30/2003 Bill Feeley bfeeley@eastermnetal.com PTLD 419 T I Product Evaluation Report(1).pdf PTID 419�T 3 Drawing 02- 055.pdf PTID 419 T 3 Drawing 02- 057.pdf PTID 419 T 4 Test Reports http://www.floridabuilding.org/pr/pr_detl.asp?IPT=419&fm=ROSrch 4/22/2004 Flonda building Code Unhne Installation Documents Uploaded: Product Approval Method: Application Status: Page: L_.._._... am Page 2 o12 Q.pdf PTID 419 T Drawing 03- 053.pdf PTID 419 T Product Evaluation Re_port.pdf PTID 419 T Test Report 0121.pdf PTID 419 T Test Report 0329.pdf PTID 419 T Test Report 0512.pdf PTID 419 T Test Report 0525.pdf Method 1 Option D Approved Page 1 / 1 App/Seq Product Model # or Name Model Description MS - 24ga Galvanized Steel Storm 19.1 2-055 Panel 19.2 2-057 MS - Clear Bertha Storm Panel MS - 0.050 Bertha Aluminum Storm 19.3 3-053 anel 17A. , :. : CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027302 Date 1/16/04 Property Address . . . . . . 330 OCEAN BLVD Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 18000 Owner Contractor ------------------------ ------------------------ STEVEN/JOAN KANE POOLS BY JOHN CLARKSON 333 OCEAN BLVD. 13997-4 BEACH BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-4050 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . . 75.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 75.00 Plan Check Total .00 Grand Total 75.00 Paid Credited Due ---------- ---------- ---------- 75.00 .00 .00 .00 .00 .00 75.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �.Pr BUILDING OFFICIAL [di no *- 4- CITY OF ATLANTIC BEACH, FLORIDA k -If-z ;-000a'73i0C � APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: f 24 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, CH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLAN'I)' Zt#ACHqMINANCES. quid Pru 's Cly °ffxl Sura —Dc.. OWNERS NAME: Ka ADDRESS: A 4FD BOX BLDG. S BETWEEN: D RES. APT.(} COMM.(} PUBLIC( ) INDUS.( ) NEW() OLD(/ REW.( ADDMON( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. ecvvrrrv. xmw! 1 IAI('RFACFl 1 RFPATR( 1 CONDUCTOR SIZE AMPS: COPPE ALUM. FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY r EXIST. SERV. SIZE f 5-U AMPS 1 PH W VOqo RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCHES 0.30AMPS 1 3I.I00 AMPS INCANDESCENT FLOURESCENT & M.V. FIXED APPLIANCES 0.100 AMPS. OVER BELL TRANSF. AIR CONDITIONING H.P. RATING H.P. RATING COMP. MOTOR OTHER MOTORS AMPS CEIL. I HEAT KW -HEAT MOTORS 0-1 H.P. VOLTAGE PHS NO. OVER l H.P. VOLTAGE PHS � a �o MISCELLANEOUS TRANSFORMERS: UNDER 600V OVER 600V NO. I KVA NO. I KVA NO.NEON TRANSF. EACH SIGN NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS Updated 5l20R002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027302 Date 12/03/03 Property Address . . . . . . 3,30 OCEAN BLVD Tenant nbr, name . . . . . . NEW POOL Application description . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 18000 Owner Contractor ------------------------ STEVEN/JOAN KANE ------------------------ POOLS BY JOHN CLARKSON 333 OCEAN BLVD. 13997-4 BEACH BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 ---------------------------------------------------------------------------- (904) 223-4050 Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 120.00 Plan Check Fee 60.00 Issue Date . . . . Valuation . . . . 18000 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 120.00 ------------------------------ 120.00 .00 .00 Plan Check Total 60.00 60.00 .00 .00 Grand Total 180.00 180.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. iiUILDIN6 OFFICIAL J�fr,,�1r CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 - d 73p ;Z Property Address: -332} Cc- eu n ,;a) j c Applicant: Project: t-)fLk.31 mon This perptif application has been: Approved El Reviewed and the following items need attention: Please re -submit y;r application w e these items have been completed. Reviewed By:'x Date: y) :{ CITY OF ATLANTIC BEACH F3 POOL PERMIT APPLICATION Date: // -a2 S`= o 3 Job Address: 3 3 0 V c- C —n- 231J4/, ^7�'r--- --'-Z,.,?..733 Owner of Property: J®,, ,ti mop /e ",c. ,� e. Telephone: may_I - Z �15'7 Pool Contractor: JbW 0"44/1-5O/J -, AAM LS P' Jb H,�J (,t.4„eKs ori/ Contractor's Address: 600 5T jjvitWS OwAr Zb I , Telephone: 00 q) Z2,; . &/n �o Fax: 110 ) 225 - b -735 - State License Number: Valuation of proposed construct ion: Gallons: Signature of Owner: Signature of Contrac s Phone: (9Q4) SITE PLAN front rear w Revised I/14/03 OWNER'S AUTHORIZATION FOR AGENT poyGS 19+ 73W 61114A.P—So.J is hereby authorized to act on behalf of M/2 . 4?a® MP -S k4zJ6 the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appeal ❑ Use -by -Exception Fence or Pool Permit 0 Rezoning Sign Permit ❑ Plat or Replat ❑ Other BY: - " � Signa of Pwner t F Print Name Sigaat}zre of Owner �k e'j e ` Print Name .2Y j- 7ff-i5'7 Telephone Number State of Florida County of Duval Signed and sworn before me on this day of, 2003. By Identification verified: FL..,h"�X' Oath sworn: Yes t/' No _ ikoYary Signature _o`p'y Pve NICOL9E2060453 My Commiss pu`es: EXPIRES ��'JFOF FIOpOe Bonded Thru Budget Notery Service, '!I Cc: CITY OF ATLANTIC BEACH ,ti --Ford-.... BUILDING / ZONING DEPARTMENT ns 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C)3 - 7 3 p.), Property Address: 3 31) DC e0 n ,[tel ✓ J Applicant: Project: nF_u) pro / This permit application has been: EV Approved r7 Reviewed and the following items need attention: Please re -submit your application when these items have been completed. Reviewed By: -1k Date: 12 l D 1 10 3 ryi �°J r CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: l/:,2 5-:- 0 3 Job Address: 3 3 O Plc e Owner of Property: 440 /P- ti,LTelephone: Z ,Y f - Z ff , Pool Contractor: Jbi' Ct44/1--50AJ IPMLS Py 7b#d Contractor's Address: 6©0 sT jv/tN5 Bt.vf°F 26 IV , Telephone: 00 q) z2�; - e -%n S -d Fax: 410q) 223.0735 - State License Number: ClP - Valuation of proposed Signature of Owner: Signature of Contractor: r, r SITE PLAN front rear Gallons: RECEIVED CITY OF ATLANTIC BEACH BUILDING & ZONING NOV 2 5 2003 BY: (I U ►v 840 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (90,14)247-5800 • Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/14/03 OWNER'S AUTHORIZATION FOR AGENT )1oo&5 d � Vlhy GGA ..4kC,0ns is hereby authorized to act on behalf of *7l1. ArJ0 M2S k47ag the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appeal ❑ Use -by -Exception Fence or Pool Permit ❑ Rezoning Sign Permit ❑ Plat or Replat ❑ Other BY: SigntO of Qwner 60 nn Print Name Simatare of Owner �-t- ¢,9- ` Print Name �-7frT-Z Telephone Number State of Florida County of Duval Signed and sworn before me on this ', �Vday of, 2003. Identification verified: Oath sworn: Yes No IkoYary Signature My - r-SyC1.1e., OCT-ld-9d OI R39 PM TieSELL TI.Y C:0 904 9200 P,04 �l (i • MAP SHOWING SURVEY OF A LOT ' BLOCK _�—. ,�1_"���C i3EAGFs% S�l!�3D/✓/.S.i� � �i AS RECORDED IN PLAT BOOK , PAGE SP✓L... or THE CURRENT PUT LIC RECORDS OF DLIVAL COLINT-Y, TI ORIDA 4-Y-4 02 j dL T '' ' iKA.//ice s4o.✓�.✓E' g. •CSLOCK /" � Ire 01 , TIP' 1 ti � • .1 ii w or:. z7 c yr zq ,l Y iARLES BX SETT & ASSQCiATRs,-xA�� I StlRVEYOR -ENGINEERS-LAND PLANNERS r f 9 NORTH 'ACHE STRLLT-JAC 90RVILL&PLOR%DA 322L3 -PRONE [901) 724-9(33 I MBY CERTIFY THAT THIS �% �Q� - + -woo s q FL+FOIUI1DUNDERMTRCSPONt1/L1OIRSCYION,MEE STHIIMINIMUMTECHNICALSTANDAWShl1LAM SURYIYOlSRNA1'(V�11AMt�IIDIAUP,[c `f ' •/1q-1?-!sn.AADMINI.SU STRAt1Y1CD00(PUtANTi05+. 10N/7i.077,Rrt ORIDASTAT1Pa7• FU 41lRfYRT1PTTNA ILIMA NO1dtt/1 r QYYROAt7i ENT- -• MS UPON THSUIE."Th )FI.RTT EACErt AS SHO N ON THIS SURVEY. ."i _ { a{{ '.GTGY CHAiLSSRBRSSETT,IEPOTFRFALAI:DSUIY[�OItFLA.PtJ iSJe .' . ;bU(NEYEO' ID . 2�F `!lova Lvnv ! 3 ,4 5.w A*wrUIPtJ Frv,n Tb* FI IWnraner Rate Map. Community ftnei Na. /8ao?S eXY� p D0� . e"Me-9 >!IFLO OoOK NO., I GG�S IStr UCAL• ciamm +• •!C?^��y�i . COMtvTER /ILC: t ' ' SCALE• �` `�- FRIE NO —� TOP OF DECK 1-#3 REBAR BEAM (� DEEP :� i Irk l^III✓=1 r=111� r i r 1 r / 1 r r t 1 1 t i 1 1 I 1 1 #3 REBAR (LD 12" O.C. BOTH WAYS CONT. 1THROUGHOUT WALLS AND FLOOR POOLS WITH DEPTH OF T OR GREATER # 3 REBAR TO BE PLACED AT b' VERTICAL BARS BEGINNING AT 4' DEPTH AND EXTENDING 2' ABOVE AND BELOW COVES. ALSO EXTENDING S ABOVE AND BELOW FLOOR BREAK SECTION OF POOL ELEVATION NOT TO SCALE S. X b" —WATERLINE DEEP -- i I I I! 1 t I I I t 11 r I( 1 1 I l l l l l l l l i l l l l l l l l t I I I! I!! I! I!! I I I I I I I I l l l f l l l l l l l l i l l l l l Irllilllllltltlll111I111lIIIIII1ItI_11 I Iiilllllllillllllllllll Illltlllifililtliltllll IIIIIIIIIIIlIlllllflllf IIIliilllllillfllllllil Till! 1'llltlllllllllil 1 Ifllilfflillllillll ' II►I►{t{II{II{{{III 8" PLASTIC MAIN DRAIN 4-S' MIN. 3500 P.S.I. CONCRETE FLOOR AND WALLS -#3 REBAR BEAM 18ft. 9in. FIBER BOX RAISED LEDGE I LION'S HEAD --7 W/ FIBER iSE NG —1 8 3'%P DEEP STEP UP 7" Iq EW r 'ION I LID )LE EXISTING FENCING FIBERLIGHT TILE OUTSIDE OF SPA 12"X12"IN i PLANTER i COOLER- DETAIL OOLER- DETAIL A-1 (SEE JORDAN) 5 ft. 6 in. PAVER STEP W/ PAVER COPING STEP DOWN BRICK PAT10 T BE MOVE BY ELECTRIC PANEL LI 5ft. 4in. PROPERTY LINE PARTY SPA SIZE: 8'X 8' PARTY SPA AREA: 55 Sq. Ft. PARTY SPA PERIMETER: 31 Ft. DECK AREA: 261 Sq. Ft. r BRICK PATIO TO BE REMOVED: 287 Sq. Ft. LANDSCAPING BY OTHERS CONCEPT SUBJECT TO CHANGE ENDING CERTIFIED STAMPED SURVEY OR ACCURACY. NOTICE: THIS CONCEPT IS THE PROPERTY OF POOLS BY JOHN CLARKSON. INC. 13997-4 BEACH BOULEVARD JACKSONVILLE, FLORIDA REPRODUCTION OR CONSTRUCTION FROM THIS CONCEPT IS PROHIBITED UNLESS AUTHORIZED BY POOLS BY OHN CLARKSON. OWNER APPROVAL: DATE: SALESMAN APPROVAL: COMPANY OFFICER: %AQUATECH UR BY 11 E John Clarkson DRAWN BY: DLR DATE: 19 NOV. '03 SCALE: 1/8" = 1' SALESMAN: JOEL H. (904) 223-4050 �"Cfty at Aftn5a and ZonMq 0 pe O Thh6WroqvarlAes eaetpNMiOa andbat i�ddm da0af {apd ve �iivtslon uiladons, but dm ftrAftft 1 oval for the of GOatpilmo! wits, Florida Buiiand aid appMablR to State and m st be verifiedure of the ofBe FW. tt�►di ior b ria at• Buildid� .CK it Approved Date: ELECTRIC PANEL LI 5ft. 4in. PROPERTY LINE PARTY SPA SIZE: 8'X 8' PARTY SPA AREA: 55 Sq. Ft. PARTY SPA PERIMETER: 31 Ft. DECK AREA: 261 Sq. Ft. r BRICK PATIO TO BE REMOVED: 287 Sq. Ft. LANDSCAPING BY OTHERS CONCEPT SUBJECT TO CHANGE ENDING CERTIFIED STAMPED SURVEY OR ACCURACY. NOTICE: THIS CONCEPT IS THE PROPERTY OF POOLS BY JOHN CLARKSON. INC. 13997-4 BEACH BOULEVARD JACKSONVILLE, FLORIDA REPRODUCTION OR CONSTRUCTION FROM THIS CONCEPT IS PROHIBITED UNLESS AUTHORIZED BY POOLS BY OHN CLARKSON. OWNER APPROVAL: DATE: SALESMAN APPROVAL: COMPANY OFFICER: %AQUATECH UR BY 11 E John Clarkson DRAWN BY: DLR DATE: 19 NOV. '03 SCALE: 1/8" = 1' SALESMAN: JOEL H. (904) 223-4050 NOTE: PREPLUMB JETS, SKIMMER AND LION HEAD GARAGE A New Residence Pool For The Kane Family 330 OCEAN BLVD. ATLANTIC BEACH, FLORIDA NOTE: Plan is contingent upon receipt of certified foundation survey - and is subject to all neigborhood / local codes. POOL PLAN SCALE: 1/4" = V-0" SHOWER AREA TO STAY 12" X 12" C.M.U. BLOCK CONCRETE PAD SECTION NOT TO SCALE 18" RAISED BEAM ti� START 01 DECK - A THIS ELE1 7 ft. GROUND LEVE 12" X 12" PAVE 3l4" DRILLED F IN CENTER PERFORATED COVER DRAIN PIPE PROPERTY EXISTING CONCRETE LINE WALKWAY PORTION OF EXISTING CONCRETE WALKWAY TO BE REMOVED c1 ; W/ MEL DOUBLE BOLE --------------------------------- ----------- PAVER C" ONE SKIMMER - CUT OFF THROAT AND - 400'000 BTU GAS HEATER P / E co PLACE IN BEAM - BROMINATOR (SEE JORDAN) - AQUALINK RS -4 8 ft. 3 in. - TWO SPEED PUMP 6 ft. 9 in. GARAGE A New Residence Pool For The Kane Family 330 OCEAN BLVD. ATLANTIC BEACH, FLORIDA NOTE: Plan is contingent upon receipt of certified foundation survey - and is subject to all neigborhood / local codes. POOL PLAN SCALE: 1/4" = V-0" SHOWER AREA TO STAY 12" X 12" C.M.U. BLOCK CONCRETE PAD SECTION NOT TO SCALE 18" RAISED BEAM ti� START 01 DECK - A THIS ELE1 7 ft. GROUND LEVE 12" X 12" PAVE 3l4" DRILLED F IN CENTER PERFORATED COVER DRAIN PIPE VACUUM UNE PUMP FROM EITHER ALTERNATE'S' VENT TO ATMOSPHERE BO VENT (OPTONAy 51t4wER WILL NOT BE BLOCKED BY DEBRIS, ' . W1 SAFETY VACUUM FITTING INSECT INFESTATIOALOR WAYWARD VAC AW \ SUCTION INLET ixTa� LOCATED AT LOWEST POINTINT w FLOOR (COVER MUST COMPLY WITH L NaIN tr ANSVASME A11Z1l.1 M) Poo MAz1r tT PUMP ANTNORTEX ra � rm R. j, • SUCTION SUCTION r \ r p SUCTION INLETS INLET (LWN DRAINS) ALLYEM W/HATWARO DIST MAXIMUM ANCE SX' 0 PIPOiG • riS'm SWIMMING POOL SPIGACRKIT SECTION VACUUM UNE ALTERNATE •A• - (OPTONAV W/ SAFETY VACWM FITTING HAYWARD VAC AW s¢PNMER ` L MAA it FEATURE PU (OPnoNAW • ix• ANnVORTiX W r COQ /1 rM re L `ro. ` sUCT1ON INLETS SvamNG POOL (MANN ORA+NS) WI NATWARG SECTION SMO-L%Krr RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS IN ACCORDANCE WITH SECTION 424.2.6.6 OF FLORIDA BUILDING CODE CONTRACTOR MAY AM FEATURE PUMP FROM EITHER ALTERNATE'S' VENT TO ATMOSPHERE BO VENT OR ALTERNATE'C TO ALTERNATE A' WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATIOALOR MICROBIOLOGICAL CONTAMINATION SUCTION INLET (MAIN DRAIN) LOCATED AT LOWEST POINTINT w FLOOR (COVER MUST COMPLY WITH ANSVASME A11Z1l.1 M) IEE ALTERIATE� ' tT ra � rm • SUCTION SUCTION - INLET INLET r 0 ALLYEM DIST MAXIMUM ANCE SX' 0 PIPOiG • riS'm TO VENT TEE =NNECTION .1• ATMOSPHERIC VENT PIPE LENGTH - r0 MSM.1r LW MUMD3S• VACUUM LINE ALT=RNATE (OPTIONAL) WI SAS VA=JUU FTT:HNG DUAL HAVWARD VAC AM SXADER Sr<AotERS 151' I MITI S MAX Ir r, FL^TUIIE ` 1x'ABX COVER r 0 (OPrONN� r r o -1 �--` SUCTioN INLET DUAL VW rWARARD SKMWER _ sP16t8RAIT SWIMMING POOL SECTION ALTERNATE A AkTWOKTFX COVER I SPA ^ �J-0 PUYP rI SUCTION INLP77 (LAIN GRAINS) Wt HAYWARD SPA SECTION SP1o4&RKR &TFRNAa= SKIYYER AMNORTEK COVER 9L Z. I3 I (l L ro surnoN INLET (MAIN DRAIN) SPA SECTION 'NI KAYWARD SPID48RKIT ., • �TFRNATE'B' SUCTION VELOCITY IN PVC PIPE =9= WYAwG UPOOL •9 FPS SDA � F9S CONTRACTOR WT CHANGE I AICTIONN PIPE S<¢ TO MEET T1n REQUIREMENT N NN IMDDEL PIPE ONEPIECEIISP-149AV lAo SP.H6MV r TWWO PIECE SP-11STAV 1 A * IS." SPI W IMRrJT FITS THESE M INDRAws ATTACH PLACi1ARD WHICH STATES THAT VENT is.4 SVMMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WIT)L VENT COVER MAY BE GUTTER DRAW SUCH AS HAY" MODEL SP -1012 Z. 90' ELBOWS 114' 0 VENT PIPE \ Sr MILL SUGGESTED DETAIL DRAWNG TO SUPPLEMENT CONTRACTOR'S SPECIFICATICN DRAVANG ON FILE ALL SUCTION PIPING P r 0 TO PUMP ALTERNATE SUCTION INET 3TSTE7M MAY INCLUDE I ON THE BOTTOM AND ONE ON THE MA=am SL•CT)ON PIPE VELG=Y VERTICAL WALLOR ONE EACH ON TWO (X) SR (9) FPS OR 52 GPM SEPARATE VER MAL WALLS THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILLNOT EXCEEDED 43 INCHES OF MERCURY IN 3 SECONDS DUAL SUCTION INLET SYSTEM I �'°R wrrit mASTC9 \ RUN4 THIS DRAwlw, , SECTION 42426.6 OF FLORIDA & ATMOSPHERIC VENT SYSTEM BUILDING CODE ALLOWS ALTERNATE VACUUM RELIEF DEVICES. THIS LAYOUT PROVIDES TWO OPTIONS TO SATISFY THE POOLS BY JOHN CLARKSON REQUIREMENTS OF THE FLORIDA 13997 BEACH BOULEVARD STATUTES. JACKSONVILLE, FL 32224 TEL (904) 223-4050 DUAL SUCTION INLET SYSTEM & HAYWARD MAIN DRAIN ACCESSORY KIT F SP1048RKIT 1 1 TESTED IN ACCORDANCE WITH ASTWANSI STANDARD Al12.19.8M F I AX. APR 18 2902 *HDSC :R PARK FL 32782 _ (407) 857-4133 (407) P.57-4133 JE MASTER P. DRAWING NOT TO SCALE* DWO gy_ GHS' CIT Or 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5415 TELEPHONE (904) 247-5800 FAX (904) 247 -SMS NOTICE TO: Water Department FROM: Building Department DATE: �� _ - Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address �+ Sincerely, Building Department DATE:_ -- PRE -SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------'------------------------------------------------- ----------------------------------- ------------- Enclosed are the blue copies of the permits. SINCERELY, <7v,,DING INSPECTION INSPECTION DIVISION cc: FILE MAP SHOWING SURVEY OF LOT 3 BLOCK •4-"L 4 Al 77 e 13 E/4 C1.1 SO04>1 VISAW A AS RECORDED IN PLAT BOOK J , PAGE � OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOjt S4R-1/E778,d,t/ A sTnJOXA/Av/ Q c 4 ORECEIVED � w � ���- �/,Q•Po �5o'RiC7,vr o, W -4Y) MAR 5 1997 31> coK.A &-7-4- SQ O� ioa' ZK City of Atlantic Beach N,�/pE �y r Fccrvv vz' Bui Ing and Zoning 2.5'rll000 o- ro �� tJ a . 1\ FEKGE � . »wxc � "►J lu S/41AIC LE y.00, 4Ji r r,J, FL OOR (/4.37% 0 � rYM�iG �i Ql I I` "1 Q ' 0 � Q v w., srwer ,• , V No 72�773•' sz!zzs' s.Z' 1n! E3 r /�'/W .OF .mCE4AI FEit/G� �. WOOD Sy/N G LG N 8604 -EVA R D GaRaG E � �[.EY�►T/ o N / 3. L �i oz' wwe 22:5• S'1 0.7' WIDE s.o6, ( J N G4— 7%OJIIS SEFOW v Hlcw ti �uaWCR , d A fb(JND �Z .I oer WK+ srn� aS y/ IRav Pif'E' 7W U3 03,z) 34arEZ Fal'1.�/D oC .00r be" P/POne "4 77 oA/ .4 c.. �1.EdA�T/C VC7AP_- nCa L G•OT 27 L OT 26 LOT Z� a aru M CHARLES BASSETT & ASSOCIATES, INC. SURVEYORS. ENGINEERS •LAND PLANNERS 9 NORTH ACHE STREET- JACKS ONVILLE,.FLORIDA 32211 -PHONE (904) 724-9433' I HEREBY CERTIFY THAT THIS /3 d C 4AID4 X Y , SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6,FLA. ADMINISTRATIVE CODE (PURSUANTTOSECTION 472.027,FLORIDA STATUTES) D URTHERCERTIFY TTHER ARENOVISIBLEENCROACH- MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. • SURVEYED 9 9!7 CHARLES R. BASSETT. REGISTERED LAND SURVEYOR FLA. NO. 1576 �.QR�.%� � 1 Bearing Datum Based On /617E7,2loR /1,tlGGE'S A?E' E?62.6 J`�IEA SCa✓�E Z� Flood Zone xl• As Best Ascertained From The Flood Insurance Rate Map, Community Panel No. /2 75. 00,p Q Dated �i/1 1 FIELD BOOK NO.: Page: _79 LEGAL: ORDER NO.: 3 -1?7- COMPUTER FILE: SCALE: FILE NO.: I I k OF JOB ADDRESS OATS 6C(,:^I 7 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Am �4TZ1s �Q ti 3'0 4 S < ME $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B` R CITY OF 4&4a&c &4,clk - 99 Office of Building Official -7 REQUEST FOR INSPECTI N Date Permit No. f Time A. M, Received_ P. M. Job Address Locality Owner's Name Contractor ,--B�UDIN­G� CONCRETE ELECTRICAL PL MEC NICAL "--176�uginng Rough Footing Air Re Roofing Slab Temp Pole Top Out Heating Insulation E Lintel E Final Sewer Fire Place Pre Fab READY FOR INSPECTION n. i Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made PM. Final lnsp-=--;*� Inspector- Certificate of Occupancy 7 -7> Date ao V optopoi e .t mount Air» �r :, I�LSCR�PT� on i UED AccomING To APPA Q EO "PLANS WHICH ARE PART OF THIS PERMIt 4Nb SuB.' &^T rr� REVI T ION OF AP0.' CA9LE P'R' OC3NS OF LAW, Jill N r EACH el DINO QEPgF3TMENT 77 i Address; 3 BIZ! BI tack : 2`4 WILY section:., subdivision; 0 00 0 ) 00 5.00 r lO,N � � APP' PIT :, I�LSCR�PT� on i UED AccomING To APPA Q EO "PLANS WHICH ARE PART OF THIS PERMIt 4Nb SuB.' &^T rr� REVI T ION OF AP0.' CA9LE P'R' OC3NS OF LAW, Jill N r EACH el DINO QEPgF3TMENT 77 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : 3-3o QC eA ✓j__�%7 / .e OWNER OF PROPERTY: <y4e PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: 172-4 S %%f -d'" d9c( STATE LICENSE NUMBER: L- / Is— 3 5/ ';?TELEPHONE: HOW MOY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER,. �, ,(� o ✓� TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ---------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. /�ll//���,{,� //CITY OF `,�_ 4&66 -c /3 � - 0;&%d* i Office of Building Official C.' REQUEST FOR INSPECTION _j> J Date 3ti 3 ! / Permit No. Rme eceived 1 `r_-� ! b1G. Y1 a Job Addre s c 'ty Owner's C ,� t, r� Name Contractor / BUILDING CONCRETE ELECTRICALr PLUMBING ME ICAL t. Framing / E Footing ❑ Rough Wiring Rough _i Air Cond. & �?e Roaf1>f Stab ❑ Temp Pole G Top Out Heating Insulation ❑ Lintel C Final ❑ Sewer ❑ Fire Place C Pre Fab 71� READY FOR INSPECTIONA.M. Tues. Q Wed. Thurs. Friday P.M. `' - C `! -7 A.M. Inspection Ma P.M. Inspector nat rnspecrio — Certificate of �cupaney Date_"' 62 DATE : �_ 6 --° 2 --- PRE -SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 4:Z:/ ----- �_2 ------------ J' 2�C / �- r ;fit C �e c' =-=-------1 =-- -------- --------------------------- ,L%-1� �.1 _ � ------------------------- ���,� ----------------------- ------------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, 7v— UILDING INSPECTION DIVISION cc: FILE Tatt-firate sof Orcupanru Tito of Atlantic Neac.4 — Nloriba Bepartment of'Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Singl'y Family y Bldg. Permit No. 12642 Group • fr.3M Type Construction Sf Fire District Atl.anti.c Beach Owner of Building Stevan & Jean Kane Address 330 Ocean Boulevard Builth Address 330 Ocean Blvd Locality Atlantic Beach, FL 32233 �� By: DON C. FORD —' ` uilding Official Date: POST IN A CONSPICUOUS PLACE NRR -05-5i7 432 :38 Pm THE GELLATL'r CO. 904 246 9200 P.02 MAP SHOWING SURVEY OF LOT — � BLOCK �'�`�._ , 4771. olAlT/ C_ _ O i!FA CAI _.SV , 201J.11 41714 A/ AS RECORDED IN PLAT BOOK , FACE I._ OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA V_ D C6_4 A/ 15 OZ// e5_ .li'•�T (50 "IgFI 7147- o,01-- At.saY) C°WA �� --•-,�rr-'� N.13p Gig r m � � --•s � STORY 0 h wa8d w 4 r •�../. s� 00,4 !/f. � 7) Q U� A � � � , M ° ye a RECEIVED MAR 5 1997 ,va T�� .City of Atlantic Beach Building and Zoning /3.rMC-p 60d +alar c. rcY s' Sr'D t' o F rQ "I ,a09&" 1n[Es r RfW aF +flCE•4,�! 9pu4�YA R A E46CY+4710 N 05,4? �[.EVA7.76,VS f14oWN� rHUS (moi3.2� 314- ERLO 0n! "4 _r? C, A/ A � acibbrrle v4r,I;1_71d4z. (.:HARLES BASSETT & ASSOCIATES, INC. SURVEYORS - ENGINEERS - LAND PLANNERS' 9 NORTH ACHE STREET- JACX30NVxJ,L L,F'L01110A 322111PHONE (904) 724^9433, I HFRFBY N371 ;71Y -111 Al T)II PERFORMED UNDER MY RES PONSIDLE DIRFCI 1(.)N, MFT. -I'S T[ 11; MINIMUM ITCAINIC;AI. STANDAROS,NOR LAND SURVEYORS IN ACCOil)Ajl CE WITH Ct-,I'TER 61617.,,11,A.ADNIINISTRATIVECOt)E(PURSE' ANT TOSECTION 472.027.FIORT DAST�ATL17TS) n URT'TITT,R�_PRTIFY" t 't'T11F. Aki,N0vtsI11LT.'!:�}i: )A<.II• MENTS UPON T1111 SUTI)ECT PRr)PERTY EXC:r:PI AS SIJOWN ON THIS SUKVEY. � w 7 CHARLES R BASSETT, REGISTERED LAND SURVEYOR FLA, NO. W6 SURvIYPD MA 19 �f { Bearing Datum B,Ised Oil !A/IJFf'�nR r1 ifCaLF i �b �r�Li� +A'tEA�S«��Z� `�, Flood Zone i—)C— As TTrst Aweylaitwd From The flood Insurance Rate Map, Community Panel Nu. -dfM� b Dated 41/7LH9 n FIELD DOAK NO. �d75 _ Pagr; �q LEGA(. ORDER NO.; 7' rC1X4PjfTFR FILE SCALE r / FILE NO.: _..._ _. .57-bA Y' � r O CCOA� N -THIN a 4Z' N ya' G�IRAG Iff 6•"7' NtdB a•bso ,s A %fix" ,.W4 A�at�c Wi►4 e?' s.,.wrR pFOU.t/✓� ar1.,.c. -IMCMI' goo, oor /Qan/ pllp� sr�r V G U 7- C4 jI�7J zZs • s -t' RECEIVED MAR 5 1997 ,va T�� .City of Atlantic Beach Building and Zoning /3.rMC-p 60d +alar c. rcY s' Sr'D t' o F rQ "I ,a09&" 1n[Es r RfW aF +flCE•4,�! 9pu4�YA R A E46CY+4710 N 05,4? �[.EVA7.76,VS f14oWN� rHUS (moi3.2� 314- ERLO 0n! "4 _r? C, A/ A � acibbrrle v4r,I;1_71d4z. (.:HARLES BASSETT & ASSOCIATES, INC. SURVEYORS - ENGINEERS - LAND PLANNERS' 9 NORTH ACHE STREET- JACX30NVxJ,L L,F'L01110A 322111PHONE (904) 724^9433, I HFRFBY N371 ;71Y -111 Al T)II PERFORMED UNDER MY RES PONSIDLE DIRFCI 1(.)N, MFT. -I'S T[ 11; MINIMUM ITCAINIC;AI. STANDAROS,NOR LAND SURVEYORS IN ACCOil)Ajl CE WITH Ct-,I'TER 61617.,,11,A.ADNIINISTRATIVECOt)E(PURSE' ANT TOSECTION 472.027.FIORT DAST�ATL17TS) n URT'TITT,R�_PRTIFY" t 't'T11F. Aki,N0vtsI11LT.'!:�}i: )A<.II• MENTS UPON T1111 SUTI)ECT PRr)PERTY EXC:r:PI AS SIJOWN ON THIS SUKVEY. � w 7 CHARLES R BASSETT, REGISTERED LAND SURVEYOR FLA, NO. W6 SURvIYPD MA 19 �f { Bearing Datum B,Ised Oil !A/IJFf'�nR r1 ifCaLF i �b �r�Li� +A'tEA�S«��Z� `�, Flood Zone i—)C— As TTrst Aweylaitwd From The flood Insurance Rate Map, Community Panel Nu. -dfM� b Dated 41/7LH9 n FIELD DOAK NO. �d75 _ Pagr; �q LEGA(. ORDER NO.; 7' rC1X4PjfTFR FILE SCALE r / FILE NO.: _..._ _. .57-bA Y' CCOA� N -THIN a 4Z' N ya' G�IRAG Iff 6•"7' NtdB a•bso ,s A %fix" ,.W4 A�at�c Wi►4 e?' s.,.wrR pFOU.t/✓� ar1.,.c. -IMCMI' goo, oor /Qan/ pllp� G-07- 2.7 L 07- 9& G U 7- C4 RECEIVED MAR 5 1997 ,va T�� .City of Atlantic Beach Building and Zoning /3.rMC-p 60d +alar c. rcY s' Sr'D t' o F rQ "I ,a09&" 1n[Es r RfW aF +flCE•4,�! 9pu4�YA R A E46CY+4710 N 05,4? �[.EVA7.76,VS f14oWN� rHUS (moi3.2� 314- ERLO 0n! "4 _r? C, A/ A � acibbrrle v4r,I;1_71d4z. (.:HARLES BASSETT & ASSOCIATES, INC. SURVEYORS - ENGINEERS - LAND PLANNERS' 9 NORTH ACHE STREET- JACX30NVxJ,L L,F'L01110A 322111PHONE (904) 724^9433, I HFRFBY N371 ;71Y -111 Al T)II PERFORMED UNDER MY RES PONSIDLE DIRFCI 1(.)N, MFT. -I'S T[ 11; MINIMUM ITCAINIC;AI. STANDAROS,NOR LAND SURVEYORS IN ACCOil)Ajl CE WITH Ct-,I'TER 61617.,,11,A.ADNIINISTRATIVECOt)E(PURSE' ANT TOSECTION 472.027.FIORT DAST�ATL17TS) n URT'TITT,R�_PRTIFY" t 't'T11F. Aki,N0vtsI11LT.'!:�}i: )A<.II• MENTS UPON T1111 SUTI)ECT PRr)PERTY EXC:r:PI AS SIJOWN ON THIS SUKVEY. � w 7 CHARLES R BASSETT, REGISTERED LAND SURVEYOR FLA, NO. W6 SURvIYPD MA 19 �f { Bearing Datum B,Ised Oil !A/IJFf'�nR r1 ifCaLF i �b �r�Li� +A'tEA�S«��Z� `�, Flood Zone i—)C— As TTrst Aweylaitwd From The flood Insurance Rate Map, Community Panel Nu. -dfM� b Dated 41/7LH9 n FIELD DOAK NO. �d75 _ Pagr; �q LEGA(. ORDER NO.; 7' rC1X4PjfTFR FILE SCALE r / FILE NO.: _..._ _. CITY OF ATLANTIC BEACH �04 TREE REMOVAL APPLICATION 1996 Building d Zoning ,. All applications • 11 bereceived • P.M. on = MONDAY • • • c scheduled meeting t • •- to be placed on 1= agenda -for ggnsideration, INCOMPLETE APPLIQAJIONS WILL NOT BE PROCESSED. APPLICANT NAME AD A.Te TELEPHONE 2. _ �Vr ? M06r- gx;e� WAIP AA -1- FnAh- ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: �evj gaw.- t&40t nckl 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION ZyUqjwAr to + aewtA 2ott 1�iVL Om-, &,tl 15" cb" 14" C 5. TOTAL NUMBER OF TREES TO BE REMOVED: l I 0 aeh 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: IZo" roA-w �u �btr4e,tJoue� 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: tt -� SPECIES DIAMETER (DBH) wits 2ott a St K6r eb*v- JOB THE GELLATLY COMPANY SHEET NO. OF _ P.O. Box 51393 JACKSONVILLE BEACH, FLORIDA 32240-1393 CALCULATED BY DATE (904) 246-9080 CHECKED BY SCALE DATE 'Tb YNOV�T> g Q 1`I rs tzs fLJ GE Mici►T' - Cw�►D. TBa laa. 7,011 02 > eymcm ot. an o2 ? AT a0'l I Flat+ t4ou40r 3Za Foo �tll - & wt tat .. ,w� �r l �, - --- •,�sr�� PA<L*m Er~lou� 'low ".;r- „�„ ..Al may.411 CCDv i b • 20" TorAA.. Jq- 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BYE SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF T CITY OF NTIC BEACH: A&fICANTS ATURE OATE OWNERS SIGNATURE APPROVED: DATE TREE CONSERVATION BOARD CHAIRMAN DATE Date, Time Received Job Owner's ClT)' OF Office of Building Official REQUEST FOR INSPECTION Permit No. P 1..:2,. 6 -7-- � '15IN ,�WiLb-,�N�, CONCRETE ELECTRICAL PWMSING MECHANICAL Fr,,minq Fooling Rough Wiring Rough Air Cond. (-A Re Roofing �'ab TEr,-;j Pcdp Top Out Heating Insulatimn r1tel Sewer Fire Place Pre Fab READY FOR INSPECTION Mon 'lues Vic �J. Thurs. 0 A.M. A.M. P, M. Fina) Inspection C3rflflcate o( occupancv 0,3 tC, PRINT KEY OUTPUT 5753SS1 V3R1M0 940909 S1031596 01/1 DISPLAY DEVICE . . . . . — DSP07 USER . . . . . . . . . . — CSTARR UT50OUO2 CITY OF ATLANTIC BEACH CHANGE SERVICE ORDER COMMENT MAINTENANCE SERVICE ORDER TYPE . — MS METER SET SVC ORDER NSR — 22 STATUS — PENDING COMPLETION ISSUE DATE/TIME— 10/ LOCATION ID . — 14966 330 OCEAN BLVD CITY . . . . . — ATLANTIC BEACH METER NUMDER . — SERVICE CD/SEQ — WA 000 WATER TO COMPLETE SERVICE ORDER TYPE INFORMATION, PRESS ENTER. 4=DELETE 5=DISPLAY CMT CD NUM OPT —F4— ALPHANUMERIC VALUE 4 cm PAID FOR 3/4- METER ON PERMIT 12692—PAID ALL WATER CM AND SEWER CONiNECTION FEES. LOT 3 BLOCK 24 ATL.SCH cm —A— CIM REPRINTED 1/13/97 PER PAT'S REQiJEST. F3=EXIT F4=PROMPT F12=CANCEL PAGE 1 3/97 14-23-32 1/13/97 14-23-15 945 03/96 9-42-33 PRT ':-RIC VALUE LOC DECIMALS -F4- 4 4 4 4 4 4 4 l of, OW PSR -3844 12692 DEPARTMENT I�"UILDING 88£££4£8008884 � HSV3 CITY OF ATLA BEACH96Q84; 1 419 ae Be •sag$ ' 7,m ----- PERMIT INFORMATION ------------ LOCATION INFORMATION. ;------- Gj Permit Number: 12692 Afdress: 334 CkEAN BOULEVARt Permit Type:BUILDING ATLANTIC BEACH, FLORIDX 132233 Class of Work:NEW------- LEGAL ;iESCRIPTION---------- ^oustr. Type:WOOD FRAME aBLock: 24 Lo�a3- 1Wp: 0 Proposed Use:SINGLE FAMILY 'S'tion: 0 �WAd: gnc, 0 Dwellings: 0 '-S division:AT1jNjjIC BEACH "Ar Est. Value: 0.00 W ® '" m -1 Improv. Cost: 199,075.00 dm Total Fe 6, 127.64 Amount ,127.64 AE -r o Work HOME PER PLANS - HSF 2645 - RADON 1365 ------ - i TION --- _ r - IT ---- APPLICATION FEES ---------- Name E IT 1,140.00 — Addr: 3 EVARD B FLORIDA WATER IMP—=T FEE 630.00 " I ... " S4AWME_ Pho gI _ _. ------ R R FORMATI ------ RAD GAS-H.R.S. RADON CAB 5$ 0.34 .Name: TH GEL Y OMPANY CAPITAL IMPROVE. 3- 0- Adtt SES_ TAP r 2,209. 0 JACKSON BEACH, FL 32240-13 3 CROSS CONNECTION Li a,. 7 Exp: / / SEC H IMPACT FEE 0.00 T CONST . SURCHARGE f> .19 NOTE $.68 78 18/82/96 81 Receipt: 8888532 Cate. ® 88188883419881 4887 ._ m .. x2289.88 59 Daate: 18/02/96 81 _. Receipt: 8888525 MIN' -`41888883435288 %TICE -- ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING e cC+ f PERMIT VOID SIX MONTHS AFTER DATE OF IS% =,a e: $325.88 57-_ BUIL INI*MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACEDINYMBC SPACE, AND MUST BE, CLE-iIFEUP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER aD co m "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN -RESULT -IN THE PRIOPERTY OWNER PAYING TWICE FORTHE BUILDING IMPROVEMENTS" ISSUEDORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATI F APPLICABLE PROVISIONS OF LAW. $6.48 71 $1140.0014 CP co r6 91 ReGeipt, 912151.3 u+� CASH CHECKS 4807 ATLANTIC BEACH BUILDING DEPAR1 2083186 88180883221808 By. _� ,� _ _ vop 1-7 177 PSR -38" 12692 88£££b£�88888b DEPARTMENT Q"UILDING r= f , �HSU3 CITY OF ATLA BEACH �� SguaoQ;� .;; 8B 88'SZS4 C� ----- PERMIT INFORMATION ------ a ----- LOCATION= INFORMATION t3 - ----- Permit Number: 12692 Agdress: 330 CZEAN BOULEVARt., Permit Type:BUILDING ATLANTIC BEACH, FLORIDN 32233 Class of Work:NEW ;--------- LEGAL DESCRIPTION---------- Constr. Type:W00D FRAME !:BLock: 24 LoV3m Twp: 0 Proposed Use:SINGLE FAMILY SS 'tion: 0 �uvd: Enc; 0 Dwellings: 0 mS division:ATIINEIC BEACH "AZ 2 Est. Value: 0.00 w ~r Improv. Cost: 199,075.00�m Total Fe 6,127.64 Amour,t- P 127.64 P pq� Work HOME PER PLANS-- HSF 2645 - RADON 1365 -------- TION--- = --- APPLICATION FEES ------- --Name I&I E T 1,140.00- Addr:'33, EVARD B FLORIDA WATER IM T FEEW 63007&*.00 " I ... TAMME Phc+ f 9 RADON GAS-H.R.S. 6.48 ------ R R FORMAT! ------ RADON CAB 5% 0.34 Name: TH GEL Y OMPANY w CAPITA IMPROVE. 325.00,. A SEWER TAP 2,209. t10 JACKSON BEACH, FL 32240-13 3 CROSS CONNECTION 35.00 Li 7 Exp: 1 J SEC H IMPACT FEE 0.00 T a CONST.SURCHARGE 6.14 NOTES � Date: 18/82/96 81 Receipt: 8898532 CASH 88188883419881 488] m 0 42289.88 59 _ Date: 18/82/96 81 Receipt: 000025 ,. 41888883435288 t w °° OWTICE -- ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING ,►. 9v PERMIT VOID SIX MONTHS AFTER DATE OF IS4325.88 57 e: LIM cavalicl BUI INI�MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLAAMOMBC SPACE, AND MUST BE,: CLEARE1.1UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER Cc co co "FAILURE TO COMPLY :WITH THE MECHANIC'S LIEN LAW CAN -RESULT-IN THE PPOPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" m et w ISSUED ORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATI F APPLICABLE PROVISIONS OF LAW. 46.49 71 $1140.0814 v= r c CASHCHECKS ATLANTIC BEACH BUILDING DEPAR19 2880180 88180883221888 488] By. 717W %a. F.,rA OP SIX MC LATHS AI=TEA DATE -0` ISSUI!" I* ATMENT l � S ilr 6 T OP SIX MC LATHS AI=TEA DATE -0` ISSUI!" I* ATMENT 3 +' ,43 �o ` yCl1 7 OF Office o1 80ding Official d -2 D t - --- — - - - Permit No. -- - --- -- — Time ` A.M. Pecoived P.M. i ---- - �- - JcL A c, Owner's Nan1E_.._,-__ - 11'E_DING Frac in'rj CONCRETE Footing Re Roofing L_ b Sla insulation Lintel Mon PHI Inspection Made I p:.,,tor- -----_ __ --- --_- -- / �Iocalityn ELEC _ _... ECiIC�+IT/ PLUMBINGr NICAL Rough Wiring I Temp Pole ' RougT '"' AlrM-nd. 3- Top Out }Y Heating L Final 1 Sewer __ Fire Place Pre Fab READY FOR INSPECTION ., Wed. Thum ---R* A. M. Final Inspection l Certificate of Occupancy I Date _ - - ---- -- CITY OF Office of Building Official REQUEST FOR 114PECTJNI Date mit No. Time A. M Received 33 Job Address Locality Owner's Name contractor BUILDING CONCRETEELECTRICAL( )PLUMBING Q) MECHANICAL Framing Footing 14- Rough Wiring 'X - Rough Air Cond. & Re Rooting Slab Temp Pole Top Out Heating Insulation Lintel Final i Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. A.M. Thurs. Friday Inspection Made A. M. Fina! Inspection Certificate of Occupancy Date 11011 mill 11, 2 ` CITY OF w. 4 4&n1/ak/� N\ C /3ac.4- Office of Buildi Official a-7 Cc P REQUEST FOR INSPECTION / a 9 T i Date ZC —/ 1(~I Permit No. j� 111-2— _ Time/ rr A.M. Received CO P.M. Job Address Locality Owner's Name Contractor CBUILDING l CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing !C C' Rough Wiringy Rough Air'Eond. &. Re Roofing Slab Temp Pole ""O Top Out ` Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday P.M Inspection Made Inspector .. Final Inspection F, Certificate of Occupancy Date OF JOB ADDRESS DATE 23 d �` THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the iob will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a,m. to 5:00 p.m. Monday through Friday. " A OF • ADDITIONS or NS REMOVEDO NOT JOB A0011ESS GATE 61 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ox t1 6:2 f.:4 4tom' , / ' OK)to P ". ---� $15.00 REINSPECT FEE LLJ It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. Bc r - p.m. TRANSMITTAL DOCUMENT FOR JEA DATE: /,') The following permits have passed "rough" inspection: Permit No. Address . 1 R�axx ss c�aexxmxxXAxlma*xmptmsxcv5cxb:kex bs. Please update your records accordingly. Thanou B6ILD NG•CLERK CITY OF ATLANTIC BEACH /vcb R i '4F r Mr- Sidi a v BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC SUCH ATLANTIC e9ACH, FLORIDA 02233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUM -Bill IMPORTANT -- Applicant to complete all items in sections I. II, III, and IV. LII art ALL J>fAWjrft8Mrr AM COICCTIONIIMG AMD REPTUXA RATWN IttQVWjg T Number us" Ds.Bew""'S Weld Nuso w>tla..ttertet .tr �'llwaj A = e � . — -- it •✓ — v— ► •i -17'11 9 .' • - Street Address: c _ c c -1d /OF LOCATION late""fiag streets: Between And W ILDIN6 11. IDENTIFICATIOAI — To be completed by all applicants. I. <o�► eere►ion of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordanc It,* •Rech./ plans and specifications which arts a pert hereof and in accordance with the City of Jacksonville ordinances and standard:e Of good precnce Fisted thereie. Name of s/acheeila) e.a..*.ettsr (/ri.t) Pte,✓ A '_� Cts.Mtsabrr Maettsr � Kodwe ad Frtst,.,iy O.e•. S:ge.twa 44 Or Mt —" ---- Signature of tar Ao46-w' Age Architect or Engineer A' T"s d bating I,✓ B. 1 f3rst�t I. OTHER CONSTRUCTION BEING OOH[ ON J / THIS BUILDING OR SITE? Q Gea — Q V Q Netwol Q Ceow UaWy 1/ Yes, GIVE HUM@ P CONSTRUCTION PERMIT C3 04— — specar V. M1IX> KCAL 89UPI Off TO K OWAUMP NATURE OF WORK (►— O800118" bt of ewaoomsats so bi of fi►it formai � Residential or 0 Commercial most Q usslo O Rog wed JI* Ceehal O Roes, New sulldlng Air C..dsNe.iq: Q Rees 10 C+Mrd Dad srdr n: 1 w. • / Ca ExI•twp Guiding O Riptocement of existing system ✓ yet,sls V _ i7 �� i� R/,� New Installation (No system previously Insta11a 0 O a I kit OVAG Extension or add-on to existing system O G.li.g fwo Cyaigr O other - Specify Q Am wAskl rl: $iss" of bs�_ [] d+e.a. Q talsiAt Q le0"Ib i TM tYAC! PU CM11Ci U!R ONLY O 6"54" le.*r«f IR••eftsed f O t'ook& tsoffA e f Retosrio O LPG --1—("Wiwi Q UoRred prwwe veso.t O i.i„ lOMO Appaad h._–. --------- 511A16- 0 Or•tsr — std Punt" ._•___...._._ LII art ALL J>fAWjrft8Mrr AM COICCTIONIIMG AMD REPTUXA RATWN IttQVWjg T Number us" Ds.Bew""'S Weld Nuso w>tla..ttertet .tr �'llwaj A = e � . — -- it •✓ — v— ► •i -17'11 9 .' • - j a �� CITY OF ATLANTIC BEACH, FLORIDA I--, ADP,owaby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. NAME T //a PJ ADDRESS: 33,, �, 0r -e4, hl'� RFD BOX BLDG. SIZE 3 a 3 5 BETWEEN: RES. (N' APT.( ) COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW (�" OLD( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP.( 1 SIGNS I ) SO. FT. SERVICE: NEW( INCREASE( 1 REPAIR( 1 FEE _ I 1!') AINDC�U f-n0PCR I 1 &I IIM I A SWITCH OR BREAKER AMPS PH 3 W :)Y' -'VOLT LF• RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCHES O -!O AMPS.1 31.100 AMPS. INCANDESCENT FLUORESCENT & M. V. _ FIXED 0.100 AMPS. APPLIANCES OVER BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT MOTORS O.1 H.P. VOLTAGE PHS N0. OVER 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. EACH SIGN NO. VA. MA. MOTOR SIZE I SWITCH FLASHER FORWARDED s TOTAL FEES CITE` G r Office of Building Official REQUEST FOR INSPECTION Permit No. —/ -7 a Time --n - M Received -70 P. Job dress Locality - ---- _-- Owner' Name _ Contra BUILDING CONCRETE CTRICAL PLUMBING MECHANICAL Framing r' Footing g Rough Air Cond. & Re Roofing Slab 1 Temp Pole op Out Heating Insulation Lintel Final ewer Fire Place Pre Fab ,—� READY FOR INSPECTION 1 J Mon' � Tues Wed. Thurs. Friday _. � ✓ ©/ L% �� A. M.. Inspection Made __. _ _ ` _ PM. i sp"ator Final Inspection x -- Certificate of cupancy i i Date g I DATE • PRE -SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ --------------- ------------------------------------ Enclosed are the blue copies of the permits. S INCLY. . /) BUILDING INSPECTION DIVISION cc:I-*ILE rj CITY OF Office of uil ng Official SF REQUEST FI INSPECTION Date ---- Permit No. Time A.M. Received R Job Address Locali Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Fooling Rough Wiring Air Cond. & Re Roofing D Slab Temp Pole Top Out Heating Insulation F, Lintel Final Sewer Fire Place rt Pre Fab R,EAjD7T SPECTION A.M. Mon. Tues Friday Inspection Mad, AM, Final Inspection nspect ---. F-7- Certificate of Occupancy I Dale OF ADDITIONS or CORRECTIONS 1• NOT REMOVE JOB ADDRESS DATE E8 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Ply 7-1,74 01Z60 �A-) 5.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EL c are in the office from 8:00 a.m. to 5:00 BLDGp.m. Monday through Friday. CITY OF 4&4Ai4c Be=4 - Ilo"* Office of Building Official REQUEST FOR INSPECTION �� c / Date �Ix� Permit No. �2— - Time 2— A. M. Received 133 D Jobb Locality "Address Owner's ��Lt.� Name Contractor Contractor BUILDING CONCRETE_) ELECTRICAL PLUMBI G MECHANICAL Framingn Footing Rough Wiring Rough Air Cond. & ❑ 9 9 9 9 Re Roofing Slab Temp Pole 0 Top Out a Heating n Insulation E. Lintel L Final Sewer 7 Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. Friday --Ot — c. A.M. Inspection Made �1 r P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ----- PERMIT INFORMATION ------ Permit Number: 12728 Permit Type:ELECTRICAL Class of Work:TEMPORARY POLE Constr. Type:WOOD FRAME Proposed Use:SINGLE FAMILY Dwellings: 0 Est. Value: 0.00 Improv. Cost: 0.00 Total Fees: 0.00 Amount Paid: 0.00 Date Paid: LOCATION INFORMATION --------- Address: 3 3 0 OCEAN BOULEVARD 7 -POO " ATLANTIC BEACH, FLORIDA 32233 --------- LEGAL DESCRIPTION---------- Block:24 Lot:3 Twp: 0 Section: 0 Subd: Rng: 0 Subdivision:ATLANTIC BEACH "A" Work Desc:CS3#6 60AMPS 1PH 3W 240V PIPERW ALUM - OVERHEAD TEMPORARY POLE OWNER INFORMATION Name: STEVEN & JOAN KANE Addr: 333 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA 32233 Phone:(904)246-9080 ------ CONTRACTOR INFORMATION ------ Name: UNITED ELECTRIC COMPANY OF JAX Addr: 5716 ST. AUGUSTINE ROAD JACKSONVILLE, FL 32207-8030 Lic: EC0000344 Exp: Type.. -------- APPLICATION FEES ---------- CITY OF ATLANTIC BEACH, FLORIDA Approvod by APPLICATION .FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 0 19 / LP 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. NAMEyt 11011 l y LZ ADDRESS: -:5--) U UZ', Cin J I (1JC RFD BOX BLDG. SIZE BETWEEN: - RES. f� ETWEEN:RES.1ll__� APT.1 I COMM.( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD( 1 REW. ( ) ./ ADDITION ( I TRAILER( I TEMP. Ik' SIGNS I ) SQ. FT. SERVICE: NEW ( ) INCREASE( 1 REPAIR( I FEE S.LI VUL.lvn al7Lc SWITCH OR BREAKER AMPSEPH Mmra 3W %.vrrcn I 2�v?VOLT I ML.um. E RACEWAY EXIST. SERV. SIZE AMPS W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCHES AMP6. X1.100 AMPB. INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. APPLIANCES OYER BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT MOTORS 0-1 H.P. VOLTAGE PHS N0. OVER 1 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. EACH SIGN NO. VA. MA. MOTOR SIZE SWITCH I FLASHER FORWARDED S TOTAL FEES �� a a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PI JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: IT TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS LAVATORY cv BATH TUBS URINALS CLOSETS FLOOR DRAINS SHOWERS WATER HEATERS DISHWASHERS DISPOSALS / WASHING MACHINE SHOWER PANS OTHER Z,leeq TOTAL FIXTURES: x $3.50 + $15.00 cogp�,f MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: S I GNAT.UkE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF 4&a4c Aea:4 - Office of Building Official REQUEST FOR INSPECTION /z./ Date_1. ' `r _ Permit No. Time A.M. Received -,---,3,30 Oc-a�, Job Address _ Locality Owner's Name s"-�� Contractor BUILDINGCONCRE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough 7 Air Cond. & Ra Roofing Slab Temp Pole Top Out L Heating Insulation _ Lintel Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION h9on. Tues. _eco, Thurs. Friday,_ P.M Inspfdctior. Made _ /` _j _ // A.M. _P.M. Final Inspection i Certificate of Occupancy L Date—._-- gb 9 Z' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 0 j D ate -- Heated Square Footage Garage/Shed Carpo r� A�®r C' Deck Patio _2 f4 per sq f t =$ �5 per sq ft $ 3-00 per sq ft 6 per sq per sq f t TOTAL VALUATION: 'ZI/ Total Valuation 1st $ Isc,"'vc)o Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee (0) Fireplaces @ $15.00 $ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP 9) 4 n HYDRAULIC SHARES CROS CONNECTION SURCHARGE .0050 OTHER GRAND TOTAL DUE %SAV 6. 7' ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing____ Electric/New Electric/Temp _;FwinirriingPooI Septic Tank Well Sign__,_._ —Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ATLANTIC BE44C'H, FLORIIMA 333233-5WS PROPERTY DESCR I PT ION TERMONE (W U7 -SW FAX (904) 2t9 MS Lot #_I_, Block #__2.4 Section # Plat #1 Subdivision: "An Atlantic Beach Street Name or Address: Ocean Blvd. If in a FLOOD HAZARD Flood Zone: area complete page 3. ZONING INFORMATION DESCRIPTION OF WORK Brief Description New Home Class of Work: (New/ Remodel/Addition: New Type of Construction: Pr,mo Zoning� '� Proposed r , \ District :' ' �" Use: 1�� r `�� stimated Value $ 1 90, 000.00 Exceptions or Variances Materials: Granted: Solid or Filled Ground: Roof: Asphalt shingle Method of Heating: V1 oma.+-,-; .. OWNER INFORMATION Property Owner: Steven & Joan F. Kane Phone:249-7857 Mailing Address 333 Ocean Blvd. Atlantic Beach, Florida Zip: 32233 CONTRACTOR INFORMATION Contractor: The Gellatly Company Phone: 246,9080 Mailing Address. P.O. Box 51393 .7;4r-kSnnuj11c, ncanb E Zip: 22,e_1-203 Expiration License Number: CG CA21737 Date: 8/31/98 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED A RE IRED. Owner Signature -���>� Date E Contractor Signature Date PARMW OF BUILD NGi CITY OF ATLANTIC BEACH L , �. PARMW OF BUILD NGi CITY OF ATLANTIC BEACH L x a • At a s �. a s: ., � ■ � M t o 9 • � • s s a. gym.: w ti� r " r .v �I CITY HALL ATL BCH TEL No.2475805 Sep 13,96 7:06 No.001 P.01 PRICE QUOTE APPLICATION FOR WATER ANDIOR SEWER TAP APPLICANT MAILING ADDRESS �� C1 • l >Q-�!: l.� 9 PHONE NUMBER �`'° `� DATE SERVICE REQUESTED 6t) q' SERVICE LOCATION U f - - ? v /f �( DATE SET TO PUBLIC WORKS_ DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: /li G e d ► (a- /() SEWER: -e © CLt a. u d OTHER: !� e yl c-,- " -Are jOO �*- 41 L"jp- li PRICE QUOTE PREPARED BY: Sign ure - Title DATE NOTIFIED OWNER 5' jr0a A- ' J 7042376 NOTICE OF COMMENCEMENT J KIWE,S.7042376 up TAK Folio No. Nermit No. Sates County at DuvW K j� To whom It may concern; The undwsigr" he" gives notice that irWovbments will be made to oe"n real property, and in acooerldeannRolemwhhgChapter 719, Florida Statutes, IM following Wormadon is provided In 1 Ie a iidj�ap�ny loly �npoMa P"rj daMpbn Intl &"No M ww"w U/A OCEAN SOULEVARD,ATLANTIC BEACH,FL 32Yd3 IA'oppny Aloe.] LOT 3. BLOCK 24, PLAT N0.1, SUBDIVISION "A" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S a .e 10 IOW n+re peen) awmel" "dNnproNw„d, y� STEVEN KANE AND JOAN F. KANE / In 333 OCEAN BLVD, ATLANTIC BEACH, FL 32233 N arw�ws.wrMrrr»aswk�oN..w«agan«ornt..,wnvrarnaa.q: f SINGLE FAMILY DWELLING f wrrnratwswwNwrnaa.rlsannuw,a..Nq; canbame. THE GELLATLY COMPANY p Addom PO BOX 51393, JACKSONVILLE BEACH, FLORIDA 32240-1393 Addrwa ce,N.na. AddNR con,Na« Mdw caMNslo, Addw &"VM any pay - Ibond: Nv Add,wr An—M a bond e NMN a wyL~ ww% • kin to the cwe ru~ of all b vmw wda: filarnatl Bank, N.A AddN.. 112 W. Adams Street, Second R. JeoksonvNis, FLU= FarW6 wllhln the State of Florida designated by owner upon whom nodose or other documents maybe served as provided by station 713.13(1)(s)7, Florida Smuae: New Adam In addition to himeeff, owner designates the following person to receive a copy of the lienors notloe as provided In section 713.13(1){1)1, florida BaWtaw NMN LCL CARRIE BLIRT,ETE Barneu Bank, NA IAAsean , This Notice of Commencement Mail expire 8121197 p(oper" by; Jeannine Wickham (rypo a PIW NoIbM Name: Barnett Bank, N A BV�W, Address; 112 W- Adams Street. Second F1 Iy, •7 M, tea, 21p: 1inJraenvllle_ FL A99ttp _ awa,w STATE OF FLORIDA COUNTY OF VA Thelowsoolinginsburnont NOTICEOF COMMENCEMENT wasacknowlededbalorsmethis 21ST days AUGUST lg AND as F. KANE t4 Iron a pwpM wwq Lrwno is personally kn9wn tome, or Dwholso produced: w uidend n, and who ❑did "`D# not lake an oath. (YI) , . a aN,w ARD SH8itR181D ^t H, IWARI) Jr• Public,SdRladHndida LFa NMCE OF C04MEICAWM t.t My (Ar,r�, e NO. CC 401A coo mancEoFow Ep.-wmtr� Na. Wit• iwtlfltrrt ape 1 .•� � Ikn,ntd 1l,1',atflrNd ��V,� 1:• • ..._ - PRICE QUITE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME, MAILING ADDRESS � �`• PHONE NUMBER SERVICE REQUESTED DATE SERVICE LOCATION DATE SET TO PUBLIC WORKS' DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER: PRICE QUOTE PREPARED BY: DATE NOTIFIED OWNER Signature - Title Truss connections Kane Residence The Gellately Company Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection Trusses < 1020 Uplift <1020 <1020 <1020 2) HCPLULR TPP4 16" o.c. 1 TPP4 16" o.c_ i Ffrdsi6i < 790 U lift <790 <790 <790 (2) HCPLULR TYPICAL TYPICAL Trusses < 510 Uplift1 <510 <510 _ <510 (1} HCPLULR TYPICAL -' TYPICAL 1#1 Hip<13001 <1300 <1300 RTPGA830ts N/A TPP4 on Past #11#1 <1800 1 <1800 <1800 1 RTPGA830ts i N/A LTT20 G IRDERS <3745 <3745 <37 45 {2}RTPGA830ts N/A MTS27B _ When RTPGA830 is indicated install minium (2) SYP studs under each bearing point.Toe-nail trusses to Dbl. Pt. with 4-16d com. Typical: TPP4 at sill and double plate at 32" o.c. {Capacity: 395 plf or 790# uplift for trusses at Z o.c.}. Nail wl 8-10d com. TPP4 at sill and double plate at 16" o.c. (Capacity: 790 plf or 1580# uplift for trusses at 2' o.c.) HCPLL/LR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950# MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. „'berg, P.E. (904) 886-2401 I FLOODPLAIN D6VBLOPMCNT INFORMATION Type of Development { Ips.—.--�--------www.www..-www+.ww.r��w.�www.�..ww--- - Flood Zone t _- -------- Required Lowest Floor Elevationt�'FFwww�..+wwww 2f building is located within a flood hazard sons, a survey •u�t be wade AFTER THC $LAS NAB SLICU POURED, certifying that the LOWEST FLOOR ELEVATION to equal to or above the bass flood elevation established lour that sono. No final inspection will be made and no certificate of occupancy will be Issued until the survey is as file 'with the Suildinv Department, COMMENTS% Applicant Aeknowledgessntt I understand that the issuance of this permit it 004tAX90"t upon the above Anforsation bv"C; correct and that the plans and suppartA." plata have be" or aAali be provided as required* Z *We* to ow*ly with all applicable provisions of Ordinanoe No. E6-7-19 and all other love or ordinances affecting the proposed dsvilopment. Date„L ,� wAppliaant•s signature„_ ----------- wwrw.*-'w --------- mw. wp----w"w• Department use Required Lowest Floor Elevation-r.�wwwwww.----.---r As Bull% Lowest Floor Slevatloa www--w---www-r-- Survey Filed with building Department w--w--wwww�. —.. w .� .. — w w �. w.r.-wwww�►wrr�w..wwww�.. 8uildin9 Depastwent Representstivs paue 3 1 7042376 ITICE OF COMMENCEMENT KANE.S.7042376 Tax Folio No. Permit No, _ --- am State of �� County of Duval To whom it may concern: The undersigned hereby gives notice that improvements will be made to certain real property, land II1nQsooeoordancemwith �eChapter 713, Florida Statutes, the following information is provided in F�il�g011/MO pompNlyb O Imprwad (legal dew:nptWn and rdJ,es), 11 avn,Iable) U/AOCEAN SOULEVARD,ATLANTIC BEACH,FL'32233 Ip.r,peny n.,,,esai LOT 3, BLOCK 24, PLAT NO. 1., SUBDIVI,,ION "A" A1LANTIC BEACH, ACCORDING TO PI,A'T AS REA,01iDED IN PLAT BOOK 5, PAGE 69, OF 1111; (AIRREN'1' PUBLIC Rf""CORDS OF DUVAL COUNTY, FLORIDA. (Legal Deacupllan) General desctrptiwt of imptmemonts ^ twNrwormation Name STEVEN KANE AND ..JOAN F. KANE tl�/ Add,.- (q�j 3/�y�, � �(d/d f(�(r 1f, �Ij 3:33 O(::1:AN 111,V1), A'1'LAN`i'IC BEACH, FL 32233 o w neem kdereet in the site of the hnptoven,enle (if tither than foe taimple title holder): S I NL;1. L': FAMILY DW f:1.1.7. N (. Nae of W aMnple title holder (it other than owner): Name cw,fraclor THE CELLATLY COMPANY Addmea PO BOX 51393, JACKSONVILLL; BL,ACII, FLOKII)A 32240-1.393 C intreator Address Corituuaor mailaee Conil"Airt Addreae Contractor Addrer, Surety an any payment bond: Name Address Amount of bond f Name of any Lander making a Wan for the constiuctlon of itro impiuvement,: Bal nelt Bank, N Address 112 W. Adams Street, Second FI, Jacksonville, FI -32202 Persons within the State of Florida designated by owner upon whom notices of other documents may be served as provided by section 713.13(1)(a)7, Florida Statutes: Name Add" In addition to himself, owner designates the following poison to receive a copy of the lienor's notice as provided in section 713.13(1)(b), Florida Statutes: Nuw. __1'1s' .-.._�AKKLIi j}UCtLETTL _ - baineit 0,Ank, N.A. AddreU This Notice of Commencement shau expire 6 / 21 i 9 7 _.__ ptepW%d by: ,Jeannine Wickham (Type or pdnt legibly) Name: Street Address: 1I2.1fY.Aclarns_Stt�L SttcQrtsLFl. City, State, Itp: _J&WjjQny jL.,322Q2_.. - �r J(7AN F. KANE Bunuwer STATE OFk LOR IDA COUNTY OF DUVAL NOTICE' -OF COMMS N( EME'N'1' The for oing instrument, _ _ was acknowledged before me this AUGU T 19(d(J�IPrionoElns�umerd�l l V1 N K11N1': ANDJOAN F. KANE (name or person acknowledged) Rwho Is personally known to me, or ❑who has produced as identitica ion, and who 0 did D did not take an oath. r Llnj, (Official Notary `Seat) pignalu,o of rw __--•t 11rfWAK13.,t� (Nmne or Acknowl gar Type tFGNOTICE OFCOMMEWLtMIENT 1J 1 My (.v.rr�rl I• COG NOTICE OF COMMENCEMENT 1-4 JNJIAA,;(11'art'riDfllr ul (VnU all 21ST day of 10WARD SHENFIS[A Notary public, Staled I llunda uMvy1� No. CC 40b4j.fko2/ws xtdC(f TWO 1011010/1 0t>1Ftffd a/e2 0 ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL !MAJOR STRUCTURISS TO HE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT'S NAME J&F9F-Y V HO SORA2 PHONE NO . 9% -240 DATE 8 aofw OWNER NAME:IIANF R.E. TAX NO.: TYPE OF PROJECT: ()New Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )Other 911 STREET ADRESS: ( ) We claim the structure to be exempt as follows: ( } Garage with no provision for occupancy - detached one and two family only { ) Pier, Dock, etc. ( ) Other (Specify) I also certify that no structure listed above may be remodeled or converted to a non-exempt use without being upgraded to fully comply with the ordinance. Signed: Date: ---------------------------------------------------------------- CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code, { J) The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with the 19 Chapter 12, Standard Building Code. ---------------------------------------------------------.------_ (✓j Windows, doors and all other exterior devices comply with the 110 mph wind load. ------------....__ (� Thestructureis located outside -the- - areaaffected -by wave forces, OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSL including uplift force&. ----------------------------------------------------------------- { ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR (VI" The structure is located in FIA Zone X and the founda,tion will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ( ) Foundation design has been completed with floor elevation above the specified Stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Brosior, computations for the foundation design have taken into account the projected 30 -year erosion losses from a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components. -- T _ _._ (✓S No excavation of dunes is included in thisproject,OR ( ) Dune excavation permit is attached. Certified this - 2b�dayµOf- -- ANUG-U5� _ , 19,.x,, (SEAL)-------- Florida Architect's License No. Professional Engineer's License No. 3 3 -ISS CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. Z BATHROOM GROUP CONSISTING OF SERVICE.SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH f (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) Ll VALVE OPERATED (8) t?BATHTUB/SHOWER (2) URINAL WALL LIP (4) 0 cr4)Cc�VL 1 SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) �— LAVATORY (1) _____WASHING MACHINE (3) -3 DISHWASHER (2) '.' KITCHEN SINK (2) KITCHEN SINK WITH WASTE GRINDER (3) (2) RIM SINK (8) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) LAVATORY, BARBER/BEAUTY SHOP (2) SINK (3) JACUZZI (2) COMBINATION SINK AND TRAY (3) . SCULLERY SINK (4) WASH SINK EACH SET OF FAUCETS (2) DENTAL LAVATORY (1) DENTAL UNIT OR CUSPIDOR (1) URINAL STALL, WASHOUT (4) COMBINATION SINK AND TRAY WITH _ FOOD DISPOS. (4) DRINKING FOUNTAIN (1/2) �ICE MAKER (1/2) S i - LAVATORY, SURGEONS (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS Q $20.00 EACH = (' 3 0. d 0 JOB IAFORMATION ? 36 E KANE RESIDENCE HVAC LOAD ANALYSIS for Prepared By: Ocean State Heating & Air Conditioning 1476 Atlantic Blvd, Neptune Beach, Fl 32266 (904) 249-8251 05-14-96 Total Building Supply CFM: 1800 Square feet of room area: 2,514 CFM per square foot: 0.716 Square feet per ton: 586.57 Total heating required with outside air: Area Sen. Lat. Sen. Total Component Quan Loss Gain Gain Gain Description 3C Window Double Pane Clear Glass Metal Frame 538 17,558 0 17,306 272 17,306 272 10D Door Wood Solid Core 24 2,191 497 8,873 0 0 4,852 4,852 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1, 468 2,180 0 2,180 2,180 16G Ceiling R-30 Insulation 171 315 0 112 112 201 Floor Over Open Crawl Carpet + R-19 171 6,232 0 0 0 22A Slab on Grade No Edge Insulation 4,538 35,655 0 24,722 24,722 Subtotals for structure: 14 0 3,220 4,200 7,420 Active People: 0 0 0 0 0 Inactive People: 0 0 0 3,600 3,600 Appliances: 0 0 0 Lighting: 0 2,623 0 3,599 3,599 Ductwork: Infiltration: Winter CFM: 339.3, Summer CFM: 150.8 562 16,798 5,258 3,481 0 8,739 0 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 p 39,602 Sensible Gain Total: X1.00 _Temperature Swing Multiplier: 55,076 8,478 39,602 48,080 Building Load Totals: Total Building Supply CFM: 1800 Square feet of room area: 2,514 CFM per square foot: 0.716 Square feet per ton: 586.57 Total heating required with outside air: 55,076 Btuh 55.076 MBH Total sensible gain: 39,602 Btuh 82 % Total latent gain: Total cooling required with outside air: 8,478 Btuh 48,080 Btuh 18 4.007 % Tons (based on sensible + latent) 4.286 Tons (based on 77% sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Supply CFM: 959 Square feet of room area: 1,330 CFM per square foot: 0.721 Square feet per ton: 582.509 Total heating required with outside air: Area Sen. Lat. Sen. Total Component Quan Loss Gain Gain Gain Description _ 3C Window Double Pane Clear Glass Metal Frame _ 316 10,313 0 7,727 7,727 272 1 O Door Wood Solid Core 24 1,183 497 4,791 0 0 272 2,619 2,619 12C Wall R-11 + 1/2" Gypsum(R-0.5) 284 422 0 422 422 16G Ceiling R-30 Insulation 171 6,232 0 0 0 22A Slab on Grade No Edge Insulation _ Subtotals for structure: 1,978 9 22,255 0 0 2,070 11,040 2,700 11,040 4,770 Active People: 0 0 0 0 0 Inactive People: 0 0 0 3,600 3,600 Appliances: 0 0 0 Lighting: 0 1,557 0 1,917 1,917 Ductwork: Infiltration: Winter CFM: 179.5, Summer CFM: 79.8 340 8,885 2,781 1,840 4,621 0 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 _ _ 0 0 0 0 _ 21,097 Sensible Gain Total: X1.00 Temperature Swing Multiplier: 0vctPm I mead Totals: 32,697 4,851 21,097 25,948 Supply CFM: 959 Square feet of room area: 1,330 CFM per square foot: 0.721 Square feet per ton: 582.509 Total heating required with outside air: 32,697 Btuh 32.697 MBH Total sensible gain: 21,097 Btuh 81 % Total latent gain: Total cooling required with outside air: 4,851 Btuh 25,948 Btuh 19 2.162 % Tons (based on sensible + latent) 2.283 Tons (based on 77% sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. System #2 Summary loads - - Total heating required with outside air: 22,379 Btuh 22.379 MBH Total sensible gain: 18,505 Btuh 84 % Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 222 7,245 0 9,579 9,579 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,008 4,082 0 2,233 2,233 16G Ceiling R-30 Insulation 1,184 1,758 0 1,758 1,758 201 Floor Over Open Crawl Carpet + R-19 146 315 0 112 112 Subtotals for structure: 2,560 13,400 0 13,682 13,682 Active People: 5 0 1,150 1,500 2,650 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 1,066 0 1,682 1,682 Infiltration: Winter CFM: 159.8, Summer CFM: 71.0 222 7,913 2,477 1,641 4,118 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 18,505 Temperature Swing Multiplier:_ X1.00 _ _ System Load Totals: 22,379 3,627 18,505 22,132 Check Figures Supply CFM: 841 CFM per square foot: 0.71 Square feet of room area: 1,184 Square feet per ton: 591.2 System Loads - Total heating required with outside air: 22,379 Btuh 22.379 MBH Total sensible gain: 18,505 Btuh 84 % Total latent gain: 3,627 Btuh 16 % Total cooling required with outside air: 22,132 Btuh 1.844 Tons (based on sensible + latent) 2.003 Tons (based on 77% sensible capacity) Dotes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Room Load Surnrmary R .PQ,: s 51rs#ern #1 Room:::L AC Summary Htg Htg Run Clg Clg Clg Zone Clg Air Rm Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No. Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM_ ---Zone 1--- 1 Laundry 133 4,638 60 8 3,309 492 150 1.00 150 150 Room 2 Breakfast 95 2,064 27 4 1,289 394 59 1.00 59 59 Nook 3 Kitchen 202 2,357 31 8 3,896 394 177 1.00 177 177 4 Family Room 248 6,857 89 8 3,605 1,090 164 1.25 205 164 5 Dining Room 234 2,354 31 6 1,654 664 75 1.00 75 75 6 Living Room 234 6,740 88 8 3,546 1,073 161 1.00 161 161 7 Foyer 184 7,687 100 8 3,798 744 173 1.35 233 173 System 1 Totals 1330 32,697 425 21,097 4,851 959 1,060 959 Main Trunk Size: 10x18 in. System #1 Coaling System summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.162 81%/19% 21,097 4,851 25,948 Recommended: 2.283 77%/23% 21,097 6,302 27,399 System #1 Equipment Data Heating Svstem Cooling System Room Load SummOry l��RorIt ,ps 6m #2.Roorn Lbad.'Summf Htg Htg Run Clg Clg Clg Zone Clg Air Rm Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No. Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 8 Bed Room 3 184 3,027 39 8 3,190 509 145 1.25 181 145 9 Bath Room/ 120 747 10 4 633 45 29 1.00 29 29 Hall 10 Bed Room 2 184 3,154 41 8 3,237 509 147 1.25 184 147 11 Den 162 7,559 98 8 4,092 1,234 186 1.05 195 186 12 Master Bed 300 6,529 85 10 6,458 1,241 294 1.00 294 294 Room 13 Master Bath 234 1,363 18 4 895 89 41 1.00 41 41 System 2 Totals 1184 22,379 291 18,505 3,627 841 923 841 Main Trunk Size: 12x14 in. Sys%m #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.844 84%/16% 18,505 3,627 22,132 Recommended: 2.003 77%/23% 18,505 5,527 24,032 Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: THE GELLATLY COMPANY AND ADDRESS: LOT 26/24 OCEAN BLVD PERMITTING ICLIMATE ATLANTIC BEACH,FL.32 OFFICE: CITY OF ATLA ZONE: ll_) 2I_I 31_1 OWNER: MR.& MRS. KANE PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R -value, perimeter) b. Wood, raised (R -value, area ) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation 11.Ceiling type area and insulation: a. Under attic (Insulation R -value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 1. New Construction 2. Single -Family _ 3. 0 4. 5. 2513.50 _ 6. 2.00 7. 7.00 Single Pane Double Pane 8a. O.Osgft 538.00sgft 8b. O.Osgft O.00sgft 9a.R= 0.00 , 171.00 ft 9b.R=11.00 , 146.00 sqft R -value) 10a-2 R=19.00, 2191.00sgft 16.Hot Water Credits: (HR -Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF -Ceiling Fan, CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier, MZ -Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE: y let, G I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGE T : � DATE: -k-SS lla.R=30.00 , 1468.00sgft 12a. R= 6.00 , uncond 13. Type: Central A/C ,i// SEER: 10.50 14. Type: Heat Pump 1/ HSPF: 7.30 15. Type: Electric EF: 0.92 16. 17. 2 18. MZ 19. 98.42 19a. 38686.71 19b. 39309.52 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: 0 , C_, L � DATE: !� - / - T ft Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A PROJECT NAME: SINGLE FAMILY BUILDER: THE GELLATLY COMPANY AND ADDRESS: LOT 26/24 OCEAN BLVD PERMITTING CLIMATE ATLANTIC BEACH,FL.32 OFFICE: CITY OF ATLA ZONE: 11_1 2 OWNER: MR.& MRS. KANE PERMIT NO. JURISDICTION 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R -value, perimeter) b. Wood, raised (R -value, area ) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation 11.Ceiling type area and insulation: a. Under attic (Insulation R -value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: SN: 5056 NORTH _I 31_1 NO. CK 1. New Construction _ 2. Single -Family _ 3. 0 _ 4. _ 5. 2513.50 _ 6. 2.00 _ 7. 7.00 _ Single Pane Double Pane 8a. O.Osgft 14- :. Osgft 8b. O.Osgft ST8O.00sgft _ 9a.R= 0.00 , 171.00 ft 9b.R=11.00 , 146.00 sqft R -value) 10a-2 R=19.00, 2191.00sgft 16.Hot Water Credits: (HR -Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF -Ceiling Fan, CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier, MZ -Multizone) 19.EPI (must not exceed 100 points) a. Total As Built points b. Total Base points I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE: S-e'K G I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: lla.R=30.00 , 1468.00sgft 12a. R= 6.00 , uncond 13. Type: Central A/C dff SEER: 10.50 14. Type: Heat Pump 411 HSPF : 7.30 15. Type: Electric EF: 0.92 16. 17. 2 18. MZ 19. 98.42 19a. 38686.71 19b. 39309.52 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 ------------------------------------------------------------------------------- 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash ------------------------------------------------------------------------------- crack (includes sliding glass doors). Exterior & 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors ------------------------------------------------------------------------------- core, wood panel,insulated or glass doors only. Exterior Joints 606.1 To be caulked, gasketed, weather-stripped or other- & Cracks ------------------------------------------------------------------------------- wise sealed. PRACTICE #2 ------------------------------------------------------------------------------- 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls 606.1 Top plate penetrations sealed. Infiltration barrier & Floors ------------------------------------------------------------------------------- installed. Sole plate/floor joint caulked or sealed. Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Ceilings ------------------------------------------------------------------------------- caulked, sealed or gasketed. DuctWork ------------------------------------------------------------------------------- 606.1 Ductwork in unconditioned space must be sealed. Fireplaces 606.1 Equipped with outside combustion air, doors and flue ------------------------------------------------------------------------------- dampers. Exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. ------------------------------------------------------------------------------- Combustion 606.1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use ------------------------------------------------------------------------------- intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** ------------------------------------------------------------------------------- Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal ------------------------------------------------------------------------------- efficiency of 78 percent. Shower Heads 612.1 Water flow must be restricted to no more than 3 gal- ------------------------------------------------------------------------------- lons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins - Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical ------------------------------------------------------------------------------- closet. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604.1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602.1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- DOORS ---------------- Ext 24.0 6.1 146.4 Ext Wood 24.0 6.10 146.4 CEILINGS ------------- SUMMER CALCULATIONS UA 1468.0 .6 880.8 Under Attic 30.0 1468.0 .60 880.8 FLOORS --------------- BASE ___ __= AS -BUILT .0 171.0 -41.20 GLASS---------------- Rsd 146.0 -4.0 -582.5 f 11.0 146.0 -1.30 -189.8 INFILTRATION --------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------- N 122.00 65.8 8027.6 -------------------------------------------------- DBL CLR N 4.0 38.3 .73 112.2 ------------ TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT DBL CLR N 20.0 38.3 .82 624.6 POINTS ------------------------------------------------------------------------------- 41,005.80 .37 15,172.15 DBL CLR N 20.0 38.3 .94 716.2 DBL CLR N 25.0 38.3 .94 895.3 DBL CLR N 25.0 38.3 .94 895.3 DBL CLR N 20.0 38.3 .84 646.0 DBL CLR N 8.0 38.3 .73 224.4 E 178.00 65.8 11712.4 DBL CLR E 50.0 79.7 .93 3686.1 DBL CLR E 26.0 79.7 .57 1181.2 DBL CLR E 52.0 79.7 .45 1861.9 DBL CLR E 50.0 79.7 .82 3267.7 S 115.00 65.8 7567.0 DBL CLR S 12.0 66.2 .88 703.0 DBL CLR S 65.0 66.2 .45 1936.3 DBL CLR S 38.0 66.2 .71 1786.1 W 123.00 65.8 8093.4 DBL CLR W 4.0 79.7 .31 98.8 DBL CLR W 65.0 79.7 .95 4943.1 DBL CLR W 25.0 79.7 .82 1633.8 DBL CLR W 4.0 79.7 .65 205.7 DBL CLR W 25.0 79.7 .82 1633.8 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 2,513.50 538.00 .701 35,400.40 24,808.24 1 27,051.63 NON^GLASS ------------ AREA x BSPM = POINTS ` TYPE R -VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 2191.0 .9 1971.9 Ext Wood Frame 19.0 2191.0 .90 1971.9 DOORS ---------------- Ext 24.0 6.1 146.4 Ext Wood 24.0 6.10 146.4 CEILINGS ------------- UA 1468.0 .6 880.8 Under Attic 30.0 1468.0 .60 880.8 FLOORS --------------- Slb 171.0 -37.0 -6327.0 Slab -on -Grade .0 171.0 -41.20 -7045.2 Rsd 146.0 -4.0 -582.5 Rsd Wood-Pier/Post 11.0 146.0 -1.30 -189.8 INFILTRATION --------- 2513.5 8.0 20108.0 Practice #2 2513.5 8.00 20108.0 TOTAL SUMMER POINTS 41,005.80 42,923.73 ------------ TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 41,005.80 .37 15,172.15 1 42,923.73 1.00 1.100 .320 .950 14,353.70 INFILTRATION --------- 2513.5 7.4 18599.9 1 Practice #2 2513.5 7.40 18599.9 TOTAL WINTER POINTS 23,142.50 27,552.04 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 23,142.50 .55 12,728.37 1 27,552.04 1.00 1.100 .466 .950 13,417.02 WINTER CALCULATIONS BASE ___ __= AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = ------------------------ POINTS -------------------------------------------------- TYPE SC ORIEN AREA x WPM x WOF = POINTS N 122.00 -10.6 -1293.2 DBL CLR N 4.0 7.3 1.40 41.0 DBL CLR N 20.0 7.3 1.27 185.7 DBL CLR N 20.0 7.3 1.10 160.1 DBL CLR N 25.0 7.3 1.10 200.1 DBL CLR N 25.0 7.3 1.10 200.1 DBL CLR N 20.0 7.3 1.23 179.6 DBL CLR N 8.0 7.3 1.40 82.0 E 178.00 -10.6 -1886.8 DBL CLR E 50.0 -9.2 .78 -360.3 DBL CLR E 26.0 -9.2 -.24 57.4 DBL CLR E 52.0 -9.2 -.69 328.1 DBL CLR E 50.0 -9.2 .51 -236.1 S 115.00 -10.6 -1219.0 DBL CLR S 12.0 -28.4 .95 -323.8 DBL CLR S 65.0 -28.4 .27 -498.4 DBL CLR S 38.0 -28.4 .81 -874.2 W 123.00 -10.6 -1303.8 DBL CLR W 4.0 -9.2 -1.29 47.5 DBL CLR W 65.0 -9.2 .86 -515.8 DBL CLR W 25.0 -9.2 .51 -118.1 DBL CLR W 4.0 -9.2 .00 -.1 ----------------------------- ------------------------------------------------- DBL CLR W 25.0 -9.2 .51 -118.1 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS POINTS .15 21513.50 538.00 .701 -5,702.80 -3,996.47 -1,563.06 NON GLASS ------------ AREA x BWPM = ------------------------------------------------------------------------------- POINTS TYPE R -VALUE AREA x WPM = POINTS WALLS---------------- Ext 2191.0 2.2 4820.2 Ext Wood Frame 19.0 2191.0 2.20 4820.2 DOORS ---------------- Ext 24.0 12.3 295.2 Ext Wood 24.0 12.30 295.2 CEILINGS ------------- UA 1468.0 1.2 1761.6 Under Attic 30.0 1468.0 1.20 1761.6 FLOORS --------------- Slb 171.0 8.9 1521.9 Slab -on -Grade .0 171.0 18.80 3214.8 Rsd 146.0 1.0 140.2 Rsd Wood-Pier/Post 11.0 146.0 2.90 423.4 INFILTRATION --------- 2513.5 7.4 18599.9 1 Practice #2 2513.5 7.40 18599.9 TOTAL WINTER POINTS 23,142.50 27,552.04 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 23,142.50 .55 12,728.37 1 27,552.04 1.00 1.100 .466 .950 13,417.02 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS -BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 3 3803.0 11,409.00 50 .92 1.000 3638.7 1.00 10,916.00 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS -BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTALI COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 15172.1 12728.4 11409.0 39,309.52 14353.7 13417.0 10916.0 38,686.71 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ***************** * EPI = 98.42 ***************** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 ENERGY GUIDE EPI= 98.4 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------- X -I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS .....................Double Clear INSULATION .................. Ceiling R -Value......... 30.0 Wall R -Value......... 19.0 Floor R -Value......... 5.1 AIR CONDITIONER ............. SEER/EER.................. 10.5 HEATING SYSTEM .............. Electric COP/HSPF........ 7.3 Gas AFUE............ 0.00 SINGL CLR DBL TINT ------------- X ------- I R-10 R -30 --------------------X1 R-0 R -7 --------------------X1 R-0 R-19 -----X---------------I 10.0 SEER 17.0 -X-------------------1 9.7 EER 16.0 6.8 HSPF 12.0 -X-------------------1 0.78 AFUE 0.90 1---------------------I WATER HEATER ................ 0.88 0.96 Electric EF .............. 0.92 1----------X----------1 0.54 0.90 Gas EF .............. 0.00 1 ---------------------1 0.40 0.80 Solar EF...... ---------------------� OTHER FEATURES ............................ .............. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL -EPL CARD93 For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 98.4 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------- X -I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS .....................Double Clear INSULATION .................. Ceiling R -Value......... 30.0 Wall R -Value......... 19.0 Floor R -Value......... 5.1 AIR CONDITIONER ............. SEER/EER.................. 10.5 HEATING SYSTEM .............. Electric COP/HSPF........ 7.3 Gas AFUE............ 0.00 WATER HEATER ................ Electric EF .............. 0.92 Gas EF .............. 0.00 Solar EF .............. OTHER FEATURES .............. SINGL CLR DBL TINT ------------- X ------- I R-10 R -30 --------------------X1 R-0 R -7 --------------------X1 R-0 R-19 -----X---------------I 10.0 SEER 17.0 I -X ------------------- 1 9.7 EER 16.0 6.8 HSPF 12.0 -X-------------------1 0.78 AFUE 0.90 ---------------------I 0.88 0.96 ----------X----------1 0.54 0.90 ---------------------1 0.40 0.80 ---------------------I I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: city/zip- Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL -EPL CARD93 CITNI OF 2 rfY9Ce of Buildingfficiat REQUEST FOR IN PECTION Date.—_ _ Permit No. Time ---- A. IV, Received P.M. t_ Job Address `- - o ity -- fi-- — Owner's Name '�! `---- Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ANICAL Footino Rough Wiring Rough CJ Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulatrar, _ ."Lintel Sewer 7 Fire Place C j � Pre Fab !�-�- _ READY` FOR INSPECTION ' F -Age Mon. Tues Wed. Thurs. Fndav _P.M A. Mi. lnspectior, Made __ _ _' �- � � � �-------__. P.M. Certificate of Occupancy Final Inspection I --t - --- Date-- T 1 �--e' + 24' -� 43' i- --22 -� �:;� 1 J CG Building ajq d L oiliing I -- ` I WARNING NOTE 1. 00 NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGESALLOWED. UNLE55 APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY APPROVAL DATE: DLL. DATE 0 (U BUILDER TO CONV. FRAME ROOF. VALLEYS AND O.HANGS AS NEEDED. BUILDER TO FRAME DOWN CEILINGS AS NEEDED. m BUILDER TO BUILD UP WALLS TO O/ MATCH TRUSSES AT HIGHER PLT HT. ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTED OTHERWISE S+, PITCH 5/12 #47 LOADING DHANG 24" BASE PLATE HT 9-1-2 JOB:FO274 GELLATELY LOC:LOT 26 OCEAN BLVD. PLAN:KANE RESIDENCE DESIGNER: BRIAN MANNING BLDG. SUPPLIES 11155 PHILLIPS PKWAY PH# 260-0225 JAX. FLA. 32255 64' WARNING NOTE 1. 00 NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WAITING BY TRUSS PLANT MANAGER 4. APPROVED BY : APPROVAL DATE: DEL. DATE m BUILDER TO CONV. FRAME ROOF. VALLEYS (U AND O.HANGS AS NEEDED. BUILDER TO FRAME DOWN CEILINGS AS NEEDED, BUILDER TO BUILD UP WALLS TO MATCH TRUSSES AT HIGHER PLT HT. ALL WALLS SHOWN ARE LOAD BEARING 3'6' UNLESS NOTED OTHERWISE. PITCH 5/12 #55 LOADING FLOOR OHANG 24" BASE PLATE HT 9-1-2 JOB:FO274 GELLATELY ALL TJI 16" 35/SP & 24" D.C. LOC: LOT 26 OCEAN BLVD. UNLESS NOTED OTHRWISE PLAN: KANE RESIDENCE DESIGNER:BRIAN MANNING BLDG. 11155 PHILLIPS PKWAY JAX. FLA. 32256 -AA274-NN E RL3U 4 FI -111 7' JB TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 UIP DESIGNED TO SUPPORT 07-00-00 JACKS. JACKS ARE BOTTOM CHORD SUPPORTED. THIS DWG_PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 640 640 BRG.LOC (FT): 2.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7= 1.5X4111 5X7= 2. 5X4 (A1)m 2X4111 ( 411 3X10= 5X8= 3X8= 2I I a 1-4L 2.5X4 (A1)— L2.0.01J 42-0.0:.1 1. 7-0-0 _I_ 12-0-0 I 7-0-0 I 26-0-0 Over 2 Supports R=1728 W=3.5" R=1728 W=3.5" PLT TYP. AlDine Desi n Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.25"/Ft. 0 0 0 O 0 0 0 0 CD [] Q O O Q Q O O LPIN E EAR U S S "IMPORTANT" ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS [N CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MAGE OF IOGA GAL Y. STEEL MEETING ASTM A651 GR77 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150, 150 R 160A -F. DESIGN STANDARDS CONFORM Y/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S SEAL ON THIS OR AY IMG APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONiRAt T00.. ' L. ER -P F�- !3?P'P11F1Cgti2', N -O. zZBO�96'' �� M Y//�/IIF+ :"I STATE OF 5 (j� R � TC LL TC DL BC DL BC LL TOT. LD . 30.0 7.0 10. 0 0. 0 47.O PJ PS PS P S PS REF DATE DRW HCUSR151 HC -ENG SEON R151--14783 05/03/96 96124010 A B E -[19736 W P F D U R . FAC. 1.3 3 FROM IJ . R S P A C I N G 24.0" rI E=3 I • - •TPI - TPIISS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTPOCTION 0274-00274RtSU- T1 -H2 9'',SB TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.2. 5X4 (A 5iig- 2.5X4=- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 450 450 BRG.LOC (FT): 2.00 23.11 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. 5X5z- 2X40 5X1— 36� 2 X 4%` L2-0-0.1 L.2-0-WJ L- 9-0-0 1_ 8-0-0 _1_ 9-0-0 I R=1222 W=3.5" 26-0-0 Over 2 Supports R=1222 W=3.5" 2.5X4(A1)= PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -IE/-/- Scale -.25" Ft. 0 0 � C� O OP•PTiF7�q•yti. Q Q Q O O A L P I N E Ez� TR U S S **IMPORTANT** ALPINE ENGINEERED PRODUCTS INC. SHALL NOi BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DES16N, POSITION CONNECTORS PER DRAWINGS 130. 150 A 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL MOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REOUfRE EXTREME CARE IN HANDLING. ERECTION AND BRACING. SEE HIP-91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEEi ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. f"/ M98•,, I I �. AIDTE OF•• S PG\ ..'>FHED EN ' TC LL T C D L BC DL BC LL TOT . L D. 30. 0 7.0 10.0 0.0 4 7.0 PJ P S PJ PSI P S REF DATE DRW HCUSR151 HC -ENG S E O N R151- 0 5 96122086 A B E 19742 -14785 0 1 9 6 W P F DUR . FAC. 1.33 FROM B . R SPACING 24.0" •iPi - TPu55 PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FDR WnOO CONST NIIC tION 102.7-. JE RL -U - I i -n'1 11 a TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4 (A 5X5'0 5X7a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 440 440 BRG.LOC (FT): 2.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. 2X40 5x7= c.anA+= 2X4 "L.5x4(A1)= L2-0.03.1 L2-0-03.1 11-0-0 1_ 4-0-0 _1— 11-0-0 _I 26-0-0 Over 2 Supports R=1222 W=3.5" R=1222 W=3.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/I/ -/E/-/- Scale —.25"/Ft. Q =1 Q =1 1:3 Q Q Q O O Q 0 Q Q Q Q Q Q Q Q ALPINE Q �(��SEAL EAR **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM A651 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130.150 i 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERKA"ENT BRACING RE QU1REMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY GRACED WITH PROPER" LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (7/1!911 FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF TIAs--- ,. -�V-F/. ...... * •�' '' No 22631 96'._ \ i'1� 1 STATE OF j �ORInP '�..S R E \: TC LL TC DL BC DL p C L L D TOT. LD. 30. 0 7. 0 10. 0 0. 0 47.0 PSI PSI PSI PSI PS REF R151--14786 DATE 05/01/96 DRW HCUSR151 96122087 H C- E N G A G E W P F SEAN - 19744 DUR . FAC. 1 .33 FROM B . R Q US S`-' Q Q Q Q `w—' Q IN 0"LY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24 0" •-•TPI - TPUSS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIRUCTION_ 1 027v -n E Rtaui- T2 CUMM TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. 4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 440 440 BRG.LOC (FT): 2.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO TUE BOTTOM CHORD. Z.5X4(Ai r2X4-- L2.0-0.1 4.3A4= fE 26-0-0 Over 2 Supports R=1222 W=3.5" 2X44 2.5X4(Al)=— L<2 - 0 - O .5X4(A1)=L2-0-O .1 R=1222 W=3.5" PLT TYP. Alpine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.25"/Ft. Q Q Q Q Q Q 0 0 Q Q Q Q Q Q Q Q Q Q Q A L P IN E Q Q T R U S S **IMPORTANT* * ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI ALPINE CONNECTORS ARE MAGE OF 20GA GAL Y. STEEL MEETING ASTM A653 GR31 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 170, 150 1 160A -F, DESIGN STANDARDS CONFIRM Y/APPLICABLE PROVISIONS OF NDS l TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO TILE COMPONENT DEPICTED HERE IN ONLY, ANDSHALL NOT BE RELIED UPON IN ANY OTHER WAY, WARN I NG TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OU IREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -. SEE ALPINE TECHNICAL UPDATE (1/1/911 F00. PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. ...- R_P".., �F� :S�.�PSIFICgr7,''` V �' !, 1'10 2203 ' � �98 •�� rWp STATEOF �� �S �QR.... NG .: ���� TC LL TC DL BC DL BC LL TOT. LD . 30.0 7 0 10.0 0.0 47.0 P S PSI P$ PCS• P J R E F DATE DRWHCUSR151 HC -ENG SEAN R151--14787 05/01/96 96122088 A B E - 19746 W P F D U R . FAC . 1.33 FROM B . R SPACING 24 . 0 " O Q = O Q Q I • -TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL OFSIGN SPECIFICATION FOR WOOD CONSTPUCTION 027 -r E RtSUI- T3 DTC C; TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TC From 74 PLF at 0.00 to 74 PLF at 0.65 TC From 178 PLF at 0.65 to 178 PLF at 13.35 TC From 74 PLF at 13.35 to 74 PLF at 14.00 BC From 20 PLF at 0.00 to 20 PLF at 14.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 0-0-4 4X4-- THIS DWG PREPAREDROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 120 PLI- 300 300 BRG.LOC (FT): OVER CONTINUOUS SUPPORT 2.00 10.00 TRUSS DESIGNED FOR 100 MPII WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GABLE END WILL SUPPORT UP TO 2-0-0 OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE -001, GE -002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. ' - 2-0-0---j L-2 - 0 - 0---j i14-0-0 Over Continuous Suppor R=264 PLF W=10-0-0 0-0-4 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale –.5"/Ft. 0 ED **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 30.0 PS REF R151--14788 O O O C� p � M 1= (� (� M Q Q Q O LP I N E O �AR SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES16N OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A651 GR17 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1)0. ISO B IBOA-F. DESIGN STANDARDS CONFORM Y/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN HANDLING. ERECTION AND SPACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REatIFIC,,�T�2' OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PRDPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING - SEE ALPINE TECHNICAL UPDATE (711191) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS P " �'- .; F�... 111• 1Jo-_Z �98L•1 , -,1(1� STATE OF Uj �Gf11OP ,• •. ST.R �. . BTC DL pC DL B C L L TOT L D 7.0 10.0 O. O 47.0 PS PS PSI PS DATE 05/01196 DRW HCUSR151 96122089 HC -ENG A G E W P F SEON 19752 D D R FAC . 1 . 3 3 FROM U . R U S S—"' �'I `r--' IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, I S P A C I NG 24 . 0 " M I--] I=) '--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 7 Yax O27, -,E—Rc.,u - T4 CUMMA1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND 1-/240 TOTAL LOAD. !A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7= 2X4(A1)!mQX 1.5X441 2X4(Al)m' 140 1. XC C L* -2-0-0--- 2-0-0--->j I_ 7-0-0 I 7-0-0 _I 14-0-0 Over 2 Supports �l R=658 W-3.5" R=658 W=3.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -]E/-/- Scale .5" –.5"/Ft Ft. ' Q 0 Q 0 0 **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. WARN NG TRUSSES REQUIRE EXTREME CARE TC LL 30. O PS REF R151--14789 0 (] (] (] Q Q O O LPINE EA SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 00. ANY FAILURE TO BUILD THE TRUSS % CONFORMANCE WITH OST68 BY TPI ALPINE CONNECTORS ARE MADE OF I0GA GALV. STEEL MEETING ASTM A653 6817 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 150 A 1604-F. DESIGN STANDARDS W/APPLICABLE PROVISIONS OF NDS 8 TPI. AN ENGINEER'S SEAL ONTHIS DRAWING APPLIES TO THE COMPONENT DEPICTED "ERE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP DiORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEEAOR ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY Of THISDUR.FAC. R ��� �'n F� P' '(IFIC'ti .•'�'C(P q�;'2 `. C/ Tlo2283 98'..' � I, •, w OF �p �..TOT. TC DL BC DL BC L L LD 7 . 0 10. 0 O. O 47 0 PS PS P S PS DATE 05/01/96 DRW HCUSR151 96122090 HC -ENG A B E W P F F(�[ONFORM SEON19748 1.3J FROM B.R R U S S IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24 . 0 " [] O ---TPI - TR"SS PLATE INSTITUfF., NOS - 1991 NATIONAL OFSIGN 5PFCIFICATION FOR Wnnn CIINSTROCTINN 1,102b, ,,,AE RL -3U - T5 -Ili 7' -its TOP CHORD 2x4 SP #2 N :T2, T3 2x6 SP #2 N: BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X6(Al)= 6X8- T2 2.5X4- 8X8= 3X4=T3 5X9== 3X10(E3)IN T 0-11-9 2X4111 c� H�` 5X5= 8X8= 3X8'- 8X10- eX4111 3X3 'A4 (E3)= d 1-Ic 2.0.0 42-8.03.1 (� 7-0-0 I 23-8-0 _1_ 5-6-0 J R-1840 W=5.5" 6-2-0 Over 2 Supports R=1846 W=5.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/I/ --/E/-/- Scale —.1875"/Ft. m d I) C-1 m = **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 30. 0 PS REF R151--14791 1:3 n o Q 0 (� (] Q O Q Q LP I N E O �AR SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIfI[ATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A653 GA37 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130, 150 E 160A•F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S SEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN HANDLING. ERECTION ANO BRACING. SEE HIP 91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PP OPER LY ATTACIIED PLYWOOD SIIEAIHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (1/1191) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THISDUR P - 'p�� ...... c�•I, �' FTP qT•I MFNo283�98L ! / ' TATTEID F .•• .,ii'7\?''" T C D L BC DL B C L L TOT . LD 7 0 10. 0 0. 0 4 7 0 PSI PS PSI PS DATE 05/01/96 DRW HCUSR151 96124011 HC -ENG A B E W P F (� SEAN 19754 .FAC 1.33 FROM B R US S IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S P A C I N G 24. 0 " •--TPI - TPUSS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION J0274 -KATE RESO - , TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 u9I n caIT T3 2x4 SP #1 Dense: a DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 60% OF WEB LENGTH. 3X4 (Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 720 750 BRG.LOC (FT): 2.00 33.04 TRUSS DESIGNED FOR 100 MPH WIND, 22.29 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5"= 2.5X4= 3X4-- 5X8= 2.5X40 °' Vr — 3X8= 2-0.0 R-1663 W=5.5" 5X5= 3+ 4X4= 3X8= 1.5X4111 a H(,- 42-8-01.1 36-2-0 Over 2 Supports -11 J R=1736 W=5.5" 0-11-9 PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.1875"/Ft. 0 0 Q M E-1 "IMPORTANT" ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 30. 0 PSI REF R151--14793 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. NG. SEE MIP -91 BY TPI. SEE THIS OE SI GN `EA'P F/ - 0 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ;,, P`P11FIC-9-ti\ TC DL 7 . 0 PS DATE 05/01/96 (] Q ALPINE CONNECTORS ARE MADE OF TOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ! V No 2283 98'. BC DL 10. 0 PS DRW HCUSR151 96122091 A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHLAINING. BOTTOM CHORD AT BC L L 0. 0 PSI HC -ENG A B E W P F ALPINE�AR CONNECTORS PER DRAWINGS 130, 150 l 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE E ; . TOT . L D . 47 .0 P S S E Q N 19756 CONFORM W(APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (111/91) FOR PROPER +. S` \\.; SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS tiT_ US SQ IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY- DESIGN TO THE TRUSS ERECTION CONTRACTOR- D U R . F A C 1j . 3 3 F ROM B . R O O p O •- TPI - TRUSS PLATE INSTITUTE, N05 - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 . 0 " t0274-KnF Rt SU - 15-113 11 SB) 17.3u6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CI(ORO 2x4 SP #2 N 0 0 0 o I= PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N REF R151--14796 UPLIFT (LB): 720 760 IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT b0. AC IMG RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -� SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR, WEBS 2x4 SP #3 7.0 10.0 0.0 PS PS PSf DATE DRW HCUSR151 HC -ENG BRG.LOC (FT): 2.00 33.04 19758 DUR FAC. 1.33 FROM B . R SPACING — 24.0" TRUSS DESIGNED FOR 100 MPI( WIND, 22.71 FT MEAN HEIGHT, • -TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIPUCTION WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4(A1)` 5X5= 2.5X4= 2.5X4= 5X5= U T 0-11-9 2. 5X40 3X8= 5X5= 3X10= 4X4^ 1.5X4111 z D -D L2-8.01 1_ 11-0-0 _1_ 15-8-0 _1_ 9-6-0 J i 36-2-0 Over 2 Supports - '1 R-1671 W=5.5' R=1728 W=5.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale -.1875"/Ft. 0 0 0 0 o I= **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. WARNING TRUSSES REOUIRE EXTREME CARE TC LL 30.0 PSI REF R151--14796 o ALPINE Q ��''7 TRU S S—" `Y'—' SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN 00. THESE SPECIFICATIONS, OR ANY BUILDqr•2 FAILURE TO THE TRUSS IN CONfORMANC£ WiTN OST 88 BY TF1 ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM A653 GR07 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER DRAWINGS 170• 150 3 160A -F. DESIGN STANDARDS CONFORM W(APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IM ONLY, AND SNAIL NOT BE RELIED UPON IN ANY OTHER WAY, IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT b0. AC IMG RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -� SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR, ,, �51E �. yP.--rI �ti' `• k. �. jj))I G NO 22B3 9g. tai, i�JIY��fpc (. ', w •, STATE OF `.c/S... pg1D �, :. -R E TC DL BC DL BC LL 7.0 10.0 0.0 PS PS PSf DATE DRW HCUSR151 HC -ENG 05 O1 96 96122092 A B E W P F TOT. LD . 47.0 PS SEAN - 19758 DUR FAC. 1.33 FROM B . R SPACING — 24.0" 0 ED M r-1 I—] • -TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIPUCTION %rw/,4-KANL Kt:)U - I5 H4 13' SB TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. Ih1J UWU PKtIAKtU I-KUM LyUMYUILK INIUI kL.UAUJ 5 UIMtNJIUNJI :,UbMIIItLl bT IKUJJ MtK. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 730 760 BRG.LOC (FT): 2.00 33.04 TRUSS DESIGNED FOR 100 MPH WIND, 23.13 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO TILE BOTTOM CHORD. 5X7= 1.5X4111 5X7= lu r 0-11-9 3X4(A1)�J 2 5X4.0 2.5X4= 5X7= 2.5X4= 3X8=1`5X4111 2.0-0LE2 8.0.-1 1_ 13-0-0 _1_ 11-8-0 _1_ 11-6-0 _1 36-2-0 Over 2 Supports R=1663 W=5.5" R=1736 W=5.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.1875"/Ft. m 0 0 C::' O C7 C� O O O / = LPIN E Q EAR USSIN **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM X657 60.37 EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON TIIIS DESIGN. POSITION CONNECTORS PER DRAWINGS 100.150 { 16OA-F. DESIGN STANDARDS TDNFORN WTAPPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S SEAL ON THIS DR AWI N6 APPLIES TO THE COMPONENT DEPICTED HERE ONLY, AND SNAIL NOT BE RELIED UPON IN ANY OIIIE0. NAY. WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY 1111. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING .. SEEiceF(� ALPINE TECHNICAL UPDATE (171/91) FOR PROPER DRYWALL APPLICATION, FURNISH A COPY OF TIIIS�DUR DESIGN TO TILE TRUSS ERE(IIUN CONTRACTOR. `P Pj1F1�^IT 2 `, J ;' G NU.2280�9g'•l M /Tei i I. I 31, a�..TOT TC LL BTC D L BC DL BC LL 30.0 7.0 10.0 0.0 PJ P S PS PSI REF DATE DRW HCUSR151 HC -ENG R151- -14798 O 5 O 1 9 6 96122093 A B E W P F . L 0 47.0 PS SEQN - 19760 .FAC 1 33 FROM B R T SPACING 24 . 0" O O •••fPI - INHSS PI,ATC INVITH1C NH: - IQ%I NATInNA1 OtS.N 51•TT1711A1111N fOA WIHIH 111147,11,11( 11011 JD274: E RL-.. "1 T5 ,,4 15 ) � TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN• 80% OF WEB LENGTH. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5-- 2.5X4 T2 5X5m 3-* nn d 1+ 3X4(A1)= 3X4 d L 1.5X4111 5X7= 5X7= 3X8= 1.5X4111 2 0 0 1.e;2.8 - 03.1 15-0-0 I_ 7-8-0 1_ 13-6-0 _I 36-2-0 Over 2 Supports R=1663 W=5.5" R=1736 W=5.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL 1 - E - Scale —.1875"/Ft. M **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REOUIRE EXTREME CARE TC LL 30.0 PS REF 8151--14800 Q m 0 p Q Q Q Q O [ ] 0 ALPINEEAR SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE M1TN OST88 BY IPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A651 60.17 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150, 150 i 16OA F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S SEAL ON THISDRAY IMG APPLIES TO THE COMPONENT DEPICTED HERE IN HANDLING. ERECTION AND BRACING. SEE OIP-91 BY TPI. SEE THIS DESIGN FOR ADOI iI ONAL SPECIAL P(ANANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEAIHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (711191) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY Of TH15',,R �'(E .rS�P`,11FICq tiff, %.i �NW>�gg'. STATE OF % ( s /� : TC DL BC DL BC LL 7 0 10.0 0.0 PSI PSI PSI DATE 05Z03/96 DRW HCUSR151 96124012 HC -ENG A B E/ W P F - TOT . L D . 47.0 P S S E l( N 19764 D U R .FAC 1.33 FR0M B R U S S IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" C] M Q •--TPI - TRUSS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION 5X5= 5X5=' 3X4 (Al);-- 3X4'dtt-L- 2.5X4= 5X7= 6X10= 2X4111 3X4(A1)� 20 ° LE --4 - 2 - 0---1 I _ 17-0-0 I 3-8-0 I 17-0-0 ,I 37-8-0 Over 2 Supports R-1647 W=5.5" R=1894 W=5.5" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/I/ -/E/-/- Scale -.1875"./Ft. 0 M Q M = 0 "IMPORTANT" ALPINE ENGINEERED PROOUCTS. INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 30. 0 PSI REF R151-14803 0 C:3 � �] Q Q Q Q Q Q o ALPINE Q SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN 0R THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM A651 GRI/ EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 110, 150 A 16OA-F, DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S 5E AL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN HANDING, ERECTION AND BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP CM00.0 SMALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE Q/I/91) FOR PROPER OYFR DRYWALL APPLICATION. FONNISII A COPY OF THIS " \.� EA- F/ �'S�. PTIF1CgT ti. NO •fi I�j YY / I � j ;TATE OF: ., S�\\. TC OL BC DL B C L L TOT. LD . 7 . O 10 . 0 0. 0 47.0 PS PSI P S PS DATE 05/01/96 DRW HCUSR151 96122094 HC -ENG A B E W P F SEON 19766 DUR FAC. 1 .33 FROM B . R TR U S S IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONIRACIOR. S PAC I N G 2 4 0 " O • TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FON WOOD CDNSTPOf TION i1 ,1r 9 '11 a TI a a JOO.- V0,cl4-lK&Nt 'OP CHORD 2x4 SP 02 N :T2 2x4 SP #I Dense: 8OT CHORD 2x6 SP 02 N NESS 2x4 SP 03 :W6 2x4 SP t2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. (SKI UPLIFT (LBI: 1160 2080 960 BRG.LOC (FTI: 2.00 21.54 35.93 TRUSS DESIGNED FOR 100 MPH WIND. 22.71 FT MEAN HIFIGHT. WITH DEAD LOAD OF 5.0 PSF (TOPI AND 5.0 PSF (BOTT0141 ENCLOSED BUILDING. (81 2X4 'T' BRACE. SANE GRACE AS WEB MEMBER. ATTACH WITH 166 NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. BOX OF WEB LENGTH. ALL PLATES ARE 5X7 EXCEPT AS NOTED. SPECIAL LOADS --- -- TC - From 74 PLF at 0 00 to 74 PLFatit 00 TC - From 139 PLF at 11.00 to 139 PLF at 26.67 TC - From 74 PLF at 26.67 0 74 PLF at 37.67 BC - From 20 PLF at 0.00 to 20 PLF at 11.00 BC - From 109 PLF at 11.00 to 109 PLF at 26.67 BC - From 20 PLF at 26.67 to 20 PLF at 37.57 SC - 255 L8 Concentrated Load at 0.00 BC - 1130 LB Concentrated Load at 11.00 BC - 1243 LB Concentrated Load at 26.67 BC - 580 L8 ConcentrateO Load at 37.67 3X6(A1 =1 A s IMtS UWU. YICtYAMCU OT IM ALrIM .?LM UtJIIFNt" O'HijkOHAM P -KU" IMUJ,y 1TN ;3 LATUUI BEARING BLCCKS: NAIL TYPE: C.13lx3.0_g_palls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK + 1 21.542' 1 12' 13 NOTE: FOR AOOITIONAL DETAILS DEFER TO DRAWING 8139. BEARING BLCCK TO BE SAME SPECIES. SIZE S GRADE AS CHORD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 'T' BRACE. SAME GRADF AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTICN CONTRACTOR. BRACE LENGTH TO BE MIN. BOY O NEB LEAGTH. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PRCPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SLPPORTS TO SOLID BEARING. THIS TRUSS MUST BE INSTALLED AS SHOMN AND NOT END FOR END. i_ 11-0-4 15-6-0 11-0-4 ~_, (At) w 37'8" OVER 3 SUPPORTS R=2051f W=5'8 R=5517# W=5"8 R=14950 W=5'11 T TYP.- ALPINE TA = - - Rev 17.3u6 SCALE t90 1875 4 C= ca a o I= WMIMPORTANT x*" "Ic E14Nwe1ED Vl=XT& JW WARN IN(%ra"s "'Ou E "'cAaE TC LL 30.0 PSF REF 14151-35304 *wlL 001 at 11ESPOSI" fan AM N eIAKXEf ETECTION AIo 0 c=) O o OETIATtaN FIEMI M W514M oR MM WMIFICATIOM OR urr CRA/:116, SU MO -91 m rPl. SEE MIS OESJrA TC OL 7.0 PSF DATE 05/13/96 O O O O FAIUW* TO PF9LO TME TMI6b rN cowowu1[E 61111 asm ov TPt. np AaoniowL SPEcm PEwuF(wl suclOC I>E �r�Z.TR Cj 0 o t= o ALP11E tor.EcroRt rule lucre v tot► r.ur. seta HEErI1� Asa tw[REwtrls. uK[ss oI.ER11ISE JAolurEa roP .���¢ Ic�y� BC OL 10 . (] PSF DRW t/CtJSR151 95731505 O O O O AAA I7 0 E=M AS k9M. A►PLr COWWOP4 TO MY FADE OF DOM SK" BE LATIRALLI NUCED WITH PAME14 tT LPI cm cm .Has IFC O&EM DTw1TISE 4OUTM aN rW$ OnJOK PO MOR Lr ATTAR" PLIMOOO SKAINUIL. SOTTw Ram BC LL 0-0 PSF HC -ENG B. ROBE e� O 00"ec M PER �RI km Ix /SO s Ital-F. Orstcn slapeaw 69TH PROPOIT ATT40" OdGle CEILl"r -- SE[ • TOT .LO. 47 . Q PSF LOWOM WAAPPLICA4e IROTISl0 1 OF MOs i TPI. W 0CIUEE11'S &LI lld IM04M OVATE V.11/911 FOR FIAOPER ST^�t Q= ;=. - I� TRUSS SM or Has aulala AMNS to TIe e000ytwr otsTeTm love oRwALL AtoLIUTJOII. FLMISII x ooer 9r INIS goFTlo►;.' b OUR.FAr— 1.33 0 o a o O o � °iU. '�O s1+At1 Not tE /eLIt1D tscM a aArr oIr>BR ray. oESIw to rwE tRIIST tREcllaw CprraAGIOF. A --IFI - nkas KATE IwlrlIUTE, 148 - LMt AAIIOV L OET/aw SMIFICA11d FOR WOOD OuI""XIION Uf SPACING SEE ARUVE "0274 -KINE RLSD T6 ATTIC TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 N :82 2x8 SP #1: :B3 2x4 SP #2 N: WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 30.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD FROM 13-10-00 TO 23-10-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 960 1060 BRG.LOC (FT): 2.00 33.72 TRUSS DESIGNED FOR 100 MP11 WIND, 24.34 FT MEAN HEIGIIT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. COLLAR -TIE TO BE BRACED WITH IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5 3X3Em 3X3= 2 X 5111 2 X 5111 5X50 T21.5X4111 5X5 5 B3 �T3 -1 5 3X16 5-7-4 3X8- " /0I\\ IM\ !m rl d 1.5X411! 3X4= B2 6X6= 8X n /4 3X4 8X8-- 6X6= 3X8-- 2.5X4%�3X6(A1)= 2-1-D L3-6-11TRJ I_ 18 -LO -0 _I_ 18-10-0 10-0-0 37-8-0 fE 37-8-0 Over 2 Supports -J R=2156 W=5.5" R=2373 W=4.68" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL 1 - E - - Scale —.1875"/Ft. 0 d 0 M E:3 Q **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 30. 0 PS REF R151--14806 0 9N 0 (] Q Q Q Q o A L P I N E ���R S p Q O cD Q 0SEAL SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE T0.USS IN CONFORNAMCE WITH DSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GREY. STEEL MEETING ASTM A653 GR)/ EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER DRAWINGS 130, 150 A 160A -F. DESIGN STANDARDS CONFORN W/APPLICABLE PROVISIONS Of NOS t TPI. AN ENGINEER'S ON THIS DRAWING APPLIES TO THE COMPbNENT DEPICTED HERE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN 100. ADDITIONAL SPECIAL PE0.MANENi BRACING RE DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BNACED WITH PROPER LY ATI"ACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING .. SEE ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS SjP4�'tIFICq tib,'•. i�j, 1A ((// G 1402283 98'.,.f `�`� STATEOF L S . .R� EU TC DL BC DL B C L L TOT. LD 7.0 10. 0 0. 0 47. 0 PSI PS P S I P J DATE ._ 05/01/96 DRW HCUSR151 96122095 HC -ENG A B E W P F - S E O N 19774 DUR.FAC. 1.33 FROM B.R S IN ONLY, AND SMALL NOT 8E RELIED EO UPON IN ANY DTI/ER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 2 4 0 " M O C=l E:'] I-] •- TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION t'f027,I_I`1AF R,lu - T? All i I TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 N :B2 2x8 SP #1: :B3 2x4 SP #2 N: WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. COLLAR -TIE TO BE BRACED WITH 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 5X5s i 9 s IF 1 S DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 990 1010 BRG.LOC (FT): 2.00 34.90 TRUSS DESIGNED FOR 100 MPII WIND, 24.34 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD Of 30.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD FROM 13-10-00 TO 23-10-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PLT TYP. AlDine X4A 2.5X4;­ Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- 2X410 2X4111 2) Scale 5X5 T2 T3 5X5e 1.5X4111 2.5X4 **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTRR BY TPI ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 1]0.150 L 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S SEAL ON TRIS DRAWING APPLIES TO THE COMPANENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REOUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEAIHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING .- SEE ALPINE TECHNICAL UPDATE (111/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. 5 T— B 3 5 30.0 0 '7iti / . O 10.0 0. 0 47.0 3X16 REF DATE DRW BcusR151 D HC -ENG SEAN 5-7 4 5 X 7—`11 3X6(A1)= fTT- 10-0-0 1 5X4111 4X8X8 6X6= 82 6X6= BXB= 4X4= d 3X6 (A1)m SPECIFICATION FOR WOOD CON%fRHCf1ON - 3X4- 2-0 -03X4-0 -U-0 . I_ 18-10-0 2-4-6 I (E18 10-0-0 'r 37-8-0 37-8-0 Over 2 Supports R=2241 W=5.5" R=2288 W=4.68" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.1875"/Ft. Q C --J m m 0 Cl n Q Q 0 Q 0 p A L P I N E [� T R U S S **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTRR BY TPI ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 1]0.150 L 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S SEAL ON TRIS DRAWING APPLIES TO THE COMPANENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REOUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEAIHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING .- SEE ALPINE TECHNICAL UPDATE (111/91) FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. P��'( C '.'.<� by �? '%. 1��•98 .'•� 1 i]•WWOD' jj 7� t\ %ISTATEDP •. S ........ :�ED TC LL TC DL BC DL B C L L TOT L D 30.0 0 '7iti / . O 10.0 0. 0 47.0 f S (� PJ PS PSI P S REF DATE DRW BcusR151 D HC -ENG SEAN R151--14810 L 0J O3 96 " 96124013 A B E W P F - 19776 D LIR .FAC 1.33 F ROM B R SPA C I N G 24.0 " Q C3 M 1=1 ' TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATf ONA1. DESIGN SPECIFICATION FOR WOOD CON%fRHCf1ON #027-. ., lE R-1- Tb AI1It TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 N :B2 2x8 SP #1: :B3 2x4 SP #2 N: WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 30.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD FROM 13-10-00 TO 23-10-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5a IS UWU EPARED ROM COMP TER INPU (LOADSI DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 1010 980 BRG.LOC (FT): 2.00 35.71 TRUSS DESIGNED FOR 100 MPH WIND, 24.34 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. COLLAR -TIE TO BE BRACED WITH 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IMS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3x6= 3 x 6a 2X4111 2 X 4111 5X50 T2 R3 T3 5X5! 5 r— 1 . 5 X 4111 —T 5 3X160 5-7-4 5X7- 3X6 � 10-0-0— (A1) nd F+' 5X5= B2 5X5= Hc_ 3X6 (A1 4i 1 .5X4111 3X C7 6� X4= 4X4 2 0 0 1-6-13 e 18-10-0 _I_ 18-10-0 –1 10-0-0 37-8-0 I fE 37-8-0 Over 2 Supports R=2296 W=5.5" R=2233 W=4.68" PLT TYP. Alpine Design Criteria: TPI 17.3u6 FL/ -/I/ -/E/-/- Scale –.1875"/Ft. m [z] ED 1=1 0 "IMPORTANT T ** ALPINE ENGINEERED PRODUCTS. INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 30.0 P S R E F R151--14811 O 1-:1I 0 (� Q C=](] Q Q Q Q O O o A L P IN E o T R U S S� SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 150 A 160A -F. DESIGN STANDARDS CONFORM W{APPLICABLE PROVISIONS OF HIS A TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. IN HANDLING, ERECTION AND BRACING. SEE NIP -91 BY IPI. SEE THIS DESIGN f00. ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING - SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER DRYWALL APPLICATION, FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. R -P P TIFIc •ti, :•�C' "9/'•?' `• r% % G T4o22 37 •� QU/� .STAq :1 OF S t�G\� •" REll E TC BC BC TOT. DL DL LL L D• 7.0 10.0 0.0 47.0 PS PS PSI PS DATE DRW HCUSR151 HC -ENG SEAN - 05/03/96 96124014 ABE WPF 19778 D U R .FAC . 1.3 3 FROM B . R SPACING 24 0 " I1 [= [= -TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL TUSIGN SPFCIFICA11nN fON WU1111 f0NSTRIICT111N 027n -K NE ktsu - T9 AITI ) TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 N :B2 2x8 SP #1: :B3 2x4 SP #2 N: WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 30.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD FROM 13-10-00 TO 23-10-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X16*0 3X6 (A 1)- 4X4 1.5X4111 2 D -D 5X50 5 ri 3X4= 6X6= 3x6= 2X4111 2 5X5= HIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BYTRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 1010 970 BRG.LOC (FT): 2.00 35.98 TRUSS DESIGNED FOR 100 MPH WIND, 24.34 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. COLLAR -TIE TO BE BRACED WITH 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 5XElm 3x6=- 2X4111 6=2X4111 1.5X4111 5 X 5`�� B3 —T 5 5-7-4 I B2 5X5= 5 X 7�� 3X6 (A1) - 6X60 rl d,4,(- 2 .5X4- 2.5X4= 4X4- 1-3.8 fE1$-10-0 _I_ 18-10-0 �I 10-0-0 37-8-0 �E 37-8-0 Over 2 Supports '1 R=2296 W=5.5" R=2233 W=4.68" PLT TYP. Alpine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.1875"/Ft. 0 0 =1 I 0 0 Q Q O O o/ALPINE 0 Q TRUS **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSI8LE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SP Et 1 F1CAT10NS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 1 160A•F. DESIGN STANDARDS CONFORN W/APPLICABLE P0.0YISIONS OF NDS L iVl. AN ENGINEER'S 5EAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REQUIRE EXTREME CARE IN IIANDLING, ERECTION AND BRACING. SEE HIP•91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -• SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER% DRYWALL APPLICATION. FURNISH A COPY OF TIIIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. - '\!1:-F� F/ !•S�PTIFI(,`� tiff, j• G No 2283 9g, 1"j M��(( ( •, w •• STATE OF ?+l9" : ' �...... ' TC LL TC DL BC DL B C L L TOT. LD. 30.0 7 0 10.0 O. O 47.0 PS PS PS P S PS REF R151--14812 DATE DRW HCUSR151 H C -ENG SEAN - 05/03/96 96124015 A B E W P F 19780 DUR .FAC 1 . 33 FROM B R SPAC I NG 24 . 0" F___1 C::3 f� =1 O E=I • -TPI - 1101155 PLATE INSTIflITE. NO$ - 1991 NATIQNAI UESION 11111111AT10N 70A W(IOH TONIINIITIION 1 11 =027n -027,i fct�u T1U AITI TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 N :82 2x8 SP #1: :B3 2x4 SP #2 N: WEBS 2x4 SP #3 :Rt Wedge 2x8 SP #2 N: DEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/4" AT MIDSPAN BETWEEN BEARINGS. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 30.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD FROM 13-10-00 TO 23-10-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 5 X 5!m 2.5 X 4 —,w— 3X160 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 1020 950 BRG.LOC (FT): 2.00 36.44 TRUSS DESIGNED FOR 100 MPH WIND, 24.34 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. COLLAR -TIE TO BE BRACED WITH 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING IS ATTACHED DIRECTLY TO IT. 13RACING MATERIAL TO BE SIIPPI IED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. * (1) 2X4X8-0-0 SP #1 DENSE SCAB. ATTACH SCAB TO ONE FACE OF TRUSS WITH 16d NAILS 3" O.C. 1.5X4111 2.5X4= B3 5-7-4 10 -0- 2X4111 0 -0- 2X4111 T3 5X5@ 5 2.5X4 3X6 (A1)= �_ 3X4= B2 3X6(A1}� 1.5X4111 5X7= 5X5= 6X6-- 1.5X4111 5X14111 4X4 6X6= 2.5X4= 2 0 0 0-10-0 18-10-0 I 10-0-0 37-8-0 —1 �E 37-8-0 Over 2 Supports - - R=2343 W=5.5" R=2185 W=4.68" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/ -/-C Scale —.1875"/Ft. m 0 � 0 0 Q � Q Q Q LPINE �] ISEALCONFORM NARUSS **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 00. ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI ALPINE CONNECTORS ARE MADE OF TOGA QALY. STEEL MEETING ASTM A653 GR31 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130, 150 B 16OA•F. DESIGN STANDARDS ON THISPDRAWING APPLIESLE ONS OF TO THEMCOMPBNENT DEPICTEDEER'$ HERE IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE IIIP-91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RENo OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEEtVA1,`- ALPINE DRYWALLTECHNICAL UPDATE APPLICATION. FURNISH/AICOPY OF IllIS DESIGN TO 111E TRUSS ERECIION CONTRACTOR. �'P F� 4PSIFIQ7g19'2'• �•'7 98', 'Q ' TE OF +TOT. - TC LL TC DL OC DL B C L L LD 30.0 '7 / . O 10. O O O 47'1. O PS C• PS PCS PSI PS REF R151- DATE DRW HCUSR151 HC -ENG SEON 5/03/96 OJ 96124016 A B E 19783 -14813 O3 96 W P F DUR . FAC. 1.33 FROM B . R SPAC I NG 24. 0" E=I =1 ED m m m •..TPI - I.I'S PLATE INSTITUTE. NITS - 1991 NATIONAI OFSI9N SPfCIf KATION ION WOiIO IIINSIRIIC LION f 027v -R E R,11 111 All y TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 N :82 2x8 SP #1: :B3 2x4 SP #2 N: WEBS 2x4 SP #3 TC LL TC DL BC DL BC L L :Rt Wedge 2x8 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/4" AT MIDSPAN BETWEEN BEARINGS. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 30.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD FROM 13-10-00 TO 23-10-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. " (1) 2X4X8-0-0 SP #1 DENSE SCAB. ATTACH SCAB TO ONE FACE OF TRUSS WITII 16d NAILS 3" O.C. ** (1) 2X4X10-0-0 SP #1 DENSE SCAB. ATTACH SCAB TO ONE FACE OF TRUSS WITH 16d NAILS 3" O.C. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SDC) UPLIFT (LB): 1030 950 BRG.LOC (FT): 2.00 36.61 TRUSS DESIGNED FOR 100 MPII WIND, 24.34 FT MEAN HEIGHT, WIT11 DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. COLLAR -TIE TO BE BRACED WITH 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. * 5X5= ** 2X4111 ISp, / 2X4111 5X50 T2 JP - 3X4 5 =' 1.5X4111 3X4= ,— 3X161 5-7-4 10-0- T3 5X5 kQ%lY,_—T 5 2.5X4 3X6(A1)= 3X6(Al)= X7 1.5X4111 6X6= 5= U 5X5= 6X6= 1.5X4111 rld 4X4 c 3X4= 2.0.0 2.5X4= 5X14111 o -e -o E R-2354 W-5.5' 18 -LQ -0 _I_ 18-10-0 R=2175 W=41.68" 10-0-0 1 37-8-0 37-8-0 Over 2 Supports PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ --/E/-/- Scale —.1875"/Ft. 0 C3 1= 0 d (] C3 Q Q O O i ALPINENAR `\ US Sri **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A653 GRI7 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 170. 150 G 16OA-F. DESIGN STANDARDS CONFORM W7APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND BRACING, SEE HIP 91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE QUIRENENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (7717911 FOR PROPER DRYWALL APPLICATION. FUPNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. P_�"`TRPF��. {% 4.P W.. G' t��• MNO. 22B 96',.•� (. '' `�`� (0.i �20RI0 F ` SSl .....•P�j�, TC LL TC DL BC DL BC L L 30. 0 7 . 0 10. 0 0 . 0 PSI PS ('• PS PJ REF DATE DRW HCUSR151 HC -ENG R151--14815 05/03/96 96124017 ABE WPF TOT . LD . 47.0 SEON _ 19787 I�PJ D U R . FAC. 1 3 J FROM B R SPACING 24.0" O d O F__I = O • -rP1 - TRUSS PLATE INSTITUrr. NOS - 1991 NATIONAL OESfC.N SPECIFICATION FOR WOf1O ((INSTRUCTION 0274 -KA E RESO - T12 -H 13' SB '.i it A'. THIS DWG PREPARED I 'i I I 7 3 FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: Scale PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: TTC C BC BC TOT. UPLIFT (LB): 790 740 WEBS 2x4 SP #3 REF DATE DRW HCUSR151 HC -ENG SEAN R151--14819 05/03/96 96124001 A B E W P F -CONFORM 19793 1 33 FROM BRG.LOC (FT): 2.00 36.37 :Rt Wedge 2xB SP #2 N: O C O TRUSS DESIGNED FOR 100 MPH WIND, 23.13 FT MEAN HEIGHT. SPICIFICAIION FON W.", IOW0R11T11ON WITI4 DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEB LENGTH. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3X4 (A1)= 5X5= 1.5X4111 5X5= 3X40 "' ` 2.5X4= 5X7= 2.5X4= 2-0-0 R-1830 W=5.5" 37-8-0 Over 2 Supports 4X4 (A2)= dHC 0-10.1 R=1711 W=5.588" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.1875"/Ft. Q o o d 0 d7A Q 0 0 � [_] � Q (� Q Q Q ALPINE Q R��TRUSS'� **IMPORTANT** ALPINE NOT BE EREDRESP PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FO0. ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI ALPINE CONNECTORS ARE MADE OF TOGA GALV. STEEL MEETING ASTM A653 GROT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 18O, ISO 116OA-F. DESIGN STANDARDS Y/APPLICABLE PROVISIONS OF NDS I TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO TIIE COMPONENT DEPICTED HERE IN ONLY. AND SIIAII NOi BE RELIED UPON IN ANY OTHER WAY. WARNING IN SSESEXTREME CARE IN HANDLING, ERECTION AND HANDLING. BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BPACEO WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID Cfltl"G -- S££ ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER DRYWALL APPLICATION, FURNISH A COPY OF THIS'`'DUR.FAC. DESIGN TO THE TRUSS ER((IIOH CONTRACTOR. • �j�I-F1 P .jIFILF�_ .y�••�P 4l :L '+. t� .' G No. /2283/�96�,.� I�1 �A�YJ j"f� I t QQQ % SCJ EOOF TTC C BC BC TOT. LL DL DL L L LD. 3� 10. 0 0. 0 47.0 PPSI S PSI PSI PS REF DATE DRW HCUSR151 HC -ENG SEAN R151--14819 05/03/96 96124001 A B E W P F -CONFORM 19793 1 33 FROM B R (� SPACING 24 . 0" O C O •--IPI - IRIISS PIAT! INST11O11. NDS - +991 .111(3N-1DISIGN SPICIFICAIION FON W.", IOW0R11T11ON 1 4 a tf027n-KE RLSu Tl? -H. 15' B) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :Rt Wedge 2x8 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 2 19 If THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPI ITT (LB): 800 730 BRG.LOC (FT): 2.00 36.56 TRUSS DESIGNED FOR 100 MPH WIND, 23,54 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. 5X5ga 2.5X4= 5X5 I 3X4 (Al);.- 2.5X4= rl 2f{ 3X44` 2.5X4= 5X7= 4(A)= L2—' -0 0-1-13 L 15-0-0 I 7-8-0 I 15-0-0 _1 I <- 37-8-0 Over 2 Support R=1840 W=5.5" R=1701 W=5.504" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale -.1875"/Ft. M ED (] C-1 0 0 Q O Q Q L P I N E Q o/'t�'T **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST6B BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 150 t 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER , .. ••fcR PF P�' '(IFIL /� 'VAP'• (",' No 2283 1 Awe PA//J/ H STATE OF (Vi , ��IOP- \ •. ,. . ...... j.. TC LL T C DL p LJ C DL 3 C L L T O T I D. L 30.0 '7 / C 10 C C 0 4 7.0 PS P S �• PJ C P J P S REF R151--14821 DATE 05/03/96 DRW HCUSR151 96124019 H C - ENG A 8 E W P F S E A N 19795 D U R . FAC. 1.33 FROM p B . R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS En RU S S IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0- •--TPI TRUSS PI ATE INSTITUTE, NOS - 1991 NATIONAL DES16N SPECIFICATION FOR WOOD CONSTRUCTION 02i•tANE ILc)L- TC-(4 1/' B Design Criteria: TPI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N Scale —.1875"/Ft. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N TC LL TC DL BC DL BC LL TOT. LD . 30.0 7.0 10. C 0. 0 47.0 UPLIFT (LB): 800 740 WEBS 2x4 SP #3 DUR .FAC 1 33 FROM 3 B R SPACING BRG.LOC (FT): 2.00 36.54 :Rt Wedge 2x8 SP #2 N: ��----II Cl:)IN n I= El Q O O TRUSS DESIGNED FOR 100 MPH WIND, 23.96 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEB LENGTH. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3X4 (A 5X5 5X7= 1_ 17-0-0 _1_ 3-8-0 _1_ 17-0-0 _1 R=1839 W=5.5" 37-8-0 Over 2 Supports 11=1702 W=5.503' PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/11-/E/-/- Scale —.1875"/Ft. 0 0 Q Q m Q Q Q Q O Q 0 ALPINEEA RUS **IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSY88 BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM 4651 GRIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS t TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO TIIE COMPONENT DEPICTED HERE ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REOUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WtTH PROPER LY ATTACHED PLYWOOD SHLAIHIN6. BOTTOM CHORD U17H PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER�S��PV\\ OPYWAII. APPLICATION. TIIPNI SII A COPY OF THIS DESIGN TO THE TRUSS ER1.010N CONTRACTOR. �"C ER -P F/ ''4P'TIFIC"9TL%". f ;' G No. 228 98•, 51 ' v`i STATE OF - TC LL TC DL BC DL BC LL TOT. LD . 30.0 7.0 10. C 0. 0 47.0 PS PS PS PS (� PJ REF DATE DRW HCUSR151 HC -ENG SEON R151- -14823 05/03/96 96124002 ABE WPF 19797 DUR .FAC 1 33 FROM 3 B R SPACING 24 . 0" ��----II Cl:)IN n I= El Q O O - ?I,( - /Rft3S PLATE INSTIt4lT[, NHS - 1991 NATIONAL D[SIGN 3PFC17(CATIHN FOA w(iH CON'.IpmllON 2X 1.5X40 L<---2 - 0 - 0 11-0-0 Over 3 Supports R=648 W=5.5" R=146 W=1.5" R=240 W=3' PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.5"/Ft. Q Q Q Q 0 Q Q Q Q Q Q 0 Q 0 Q Q Q Q Q Q Q Q oL P I N E Q EA **IMPORTANT* * ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUlLO THE TRUSS 1N CDNFORNANCE YITN DSTBB RY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A65] GR17 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150, 150 G ]60A -F. DESIGN STANDARDS CONE ORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S SEAL ON THIS OR AYIM6 APPLIES f0 TILE COMdONE NT DEPICTED HERE WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGNS-��'p FOR ADDITIONAL SPECIhL PERMANENT BRACING RE DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING SEE ALPINE TECHNICAL UPDATE (7/1/91) FON PROPER OR YWAIL AP PI KATION. FIINNI SII A CUI'Y OF TIAs F�(� {..� �Q,NIFICq ti2,' fes:" No/22288/3�98•.,,:� i I 'A rf/ (f T7- STATEOF\`' 7 `•,,.�f 1) �`),O •C -... TC LL TC DL BC DL B C L L TOT. LD . 30. 0 7.0 10. C 0.0 47.0 P S P J PS (� P CJS PJ R E F R151--14827 DATE 05/03/96 DRW HCUSR151 96124003 HC -ENG A B E W P F SEON - 19817 DUR . FAC. 1.33 FROM B . R Q � Q Q Q Q Q IN OMIT, AND SHALL NOT BE RELIED UPON IN ANY OI10.R WAY. DESIGN 10 IIIE TRUSS ERL..IION CONTRACTOR. SPACING 24 . 0 " - -TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 027-i—r E krzou"— FI LAUUtRI TOP CHORD 4x2 SP #2 N BOT CUORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ---------------------- --------------------------- TC From 275 PLF at 0.00 to 275 PLF at 8.00 TC From 100 PLF at 8.00 to 100 PLF at 31.46 BC From 10 PLF at 0.00 to 10 PLF at 31.46 TC 635 LB Concentrated Load at 31.33 REFER TO TPI RECOMMENDATION HIB -91 AND PCT -80 FOR ADDITIONAL (BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NIS DWG PREPARED FROM COMPUTER INPUT (LOADS Ji DIMENSIONS) SUBMITTED BY TRUSS MFR, REFER TO DRAWING AI50 FOR IYPICAL PLATE LOCATIONS. TRUSS DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. L -2-10-8-14.5t- 5-11-4 5-6-12 -- { 15" Typ. 1.5X4(R)= 3X3= 3X3- 5X7' W -2.5X4;- 5X8= 4X4= 1.5X4(R)'= T 1-8-8 4X4= 2 X 4111 R=1064 W=3.5" '-FAG— LYY9 R=222 PLF W=20-0-0 1-5-8 Over 2 Supports 3 X 3111 4 A I+ - L< --3 = L< ---3-6-0-->J T 1-8-8 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale -.25"/Ft. 0 0 0 0 Q Q O 0 Q Q Q O O Q Q A L P I N E O **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI ALPINE CONNECTORS ARE MAGE OF 20GA GAL Y. STEEL MEETING ASTM A653 11017 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECIOAS PER DRAWINGS 130, 150 A 16OA-F. DESIGN STANDARDS CONE ORM W/APPLICABLE PROVISIONS OF N05 L 11'1. AN ENGINEER'S SF AL ON THIS OR AWING APPLIES TO THE COMIgNENt DLPICIEO ACRE WARNING TRUSSES REOUIRE EXTREME CARE IN HANDLING. ERECTION AND BRACING. SEE HIP -91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SIIEAIIIING. BOTTOM CHORD WITH PROPERLY ATIACH1.0 RIGID CEILING .. SEE ALPINE TECHNICAL UPIIAII (1/1/91) IOR PR01'fR ORYWAIL APPLICATION. THIINISII A COPY OF 11111 ER �� '� � � :•y>P•`iiIFIC�•'i�.l;',, !T•• �•,/ �N'Y22t13 9�`'•� I ' / ,• f�nA,1 `! `f ',,}`T•'.• .'.0/W IT �T}E A\ TC LL TC DL BC DL BC LL L TOT . L. D . 40.0 10.0 5.0 0.0 55.0 PSI PSI PJ PS P JI REF R151--14833 DATE 05/03/96 DRW 110JSR151 96124DDA HC -ENG ABBE WPF SE QN 1 7835 DUR FAC 1.00 FROM B . R O TR U S S O O IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TIIE TRUSS EALCIION CONIRACtOR. t SPACING 24 . ON ••-TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DES16N SPECIFICATION FOR WOOD CONSTRUCTION 021 E I� Au Fc/ HIS UWG PREPARLO ?ROM LUMA TER INPIJ (LOADS I DIMENSItNS) SUBMITTED BY TRUSS MFR*. TOP CHORD 4x2 SP #2 N :T2 4x2 SP #1 Dense: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #1 Dense :B4 4x2 SP #2 N: M WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. TC LL NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO R'P '[aPTiFIC"1T .1' 1 I•'' N 98;•� � f OF , '' (V% "IOIOP • S '••.__.•''('j\�.' TC DL BC DL [1 D C LL TOT LD. BE SUPPLIED BY ERECTION CONTRACTOR. DATE DRW HcusRlsl HC -ENG (� SEON 05/03/96 96124005 A 8 E - 19838 SPECIAL LOADS D U R .FAC 1.00 F R 0 M B R SPACING -------------------------------------------------- TC From 100 PLF at 0.00 to 100 PLF at 31.46 BC From 10 PLF at 0.00 to 10 PLF at 31.46 --TPI - - TRUSS PLATE INSTITUTE, NOS - 1991 NArIDNAI. DESIGN SPICIFICATION FDP W001) CON)IPUCTION TC 2000 LB Concentrated Load at 31.33 12-11-12- _1 24- + 15" Typ. W-2. 5X4-- 1.5X4(R)g5X5� 4X4 3X 4r' 4X4 3X3= 3X3= 3X3= 3X4= 5X5- 16-5-12 -1 1.5X4(R)= 5X5= 5X5 T� 6X10= 6X6= 5X5111 01 IN I& LOVIN L Nj _R11 151 IF 1 11 lwy I \V/ -A MAN i, will FA&M 5X5— 4X4= �n�- LXSm 2X4111 W=2.5X4 4X4= I_ 19-4-0 R=1262 W=3.5" 4X4= 2X5111 5X5= 2X 51115X5= 31-5-8 - 1 31-5-8 Over 2 Supports 5X5 5X7 — 6X6= 5 XIII 3-6-0---j R=4199 W=3.5" 8 1-8 -L PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale -.25"/Ft. M C3 o o I= o"IMPORTANT" ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40.0 PSI R E F R151 - -14835 Q 0 Q =1 O C3 O C� O a NARL P I N E Q US S SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM A651 GRIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 150 L 160A -F. DESIGN STANDARDS CONFORM Y/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'$ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPQ CHORD SHALL BE LATERALLY BRACED WITH PROPE0. LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING •• SEE ALPINE TECHNICAL UPDATE (111/911 FOR PROPER DRYWALL APPLICATION, FURNISH A CDPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. R'P '[aPTiFIC"1T .1' 1 I•'' N 98;•� � f OF , '' (V% "IOIOP • S '••.__.•''('j\�.' TC DL BC DL [1 D C LL TOT LD. 10.0 5.0 0.0 55.0 PS PS P S PS DATE DRW HcusRlsl HC -ENG (� SEON 05/03/96 96124005 A 8 E - 19838 W P F D U R .FAC 1.00 F R 0 M B R SPACING 24.0" --TPI - - TRUSS PLATE INSTITUTE, NOS - 1991 NArIDNAI. DESIGN SPICIFICATION FDP W001) CON)IPUCTION F02,-. A NE i.A..11 - F, b,, A R TYP. Alpine � 9 IIIS DWG $ REPAREO FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #1 Dense Scale —.25"/Ft. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N "IMPORTANT" ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40.0 PSf WEBS 4x2 SP #3 R151--14837 O O O O 0 � � 1= E� Q 1=1 QQ Q O Q NARLPIN E TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. ...en �F...., .' P�'"TIFI�-�'Y'. / N02283 98•, ir1 1n ( TATEOF-.TOT.LD. TC DL BC DL BC L L 10.0 5.0 0.0 5 5.0 PS PS PS( PS DATE 05/03/96 DRW HCUSR151 96124006 1 HC -ENG ABE WF F SEON - 19846 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED SPECIAL LOADS -------------------------------------------------- FROM B . R UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0.00 to 100 PLF at 0.13 7 2 4 . 0 ~ TC From 996 PLF at 0.13 to 996 PLF at 18.00 SPECIFICATION FOR WOOD CONSTPUCTION TC From 100 PLF at 18.00.to 100 PLF at 27.00 BC From 10 PLF at O.00,to 10 PLF at 27.00 TC 1782 LB Concentrated Load at 20.04 TC 836 LB Concentrated Load at 26.88 REFER TO TPI RECOMMENDATION IIIB-91 AND PCT -80 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. z i J 5 t y P2 2 . S)" j -M . S'L #-22 . S)" t 2Ef . S)" #-M . 9'L 12 Q3.-9,-l2R . 9'L t?g . 9'L t . sr' 3 Q i ~ -}- —5 1 0 -{ W -2.5X W-2. 5X4= 1.5X4(R)w 1. 5X4 (R)= 3X6111 3X6111 3X6111 3X6111 3X6111 3X6111 3X6111 3X6111 2X5111 5X7111 2X5111 6X8= 6X6= T 1-8-8 2x4111 2.5X4111 L -3-0-0--j 0•a-8 , i< 27-0-0 Over Continuous Suppor R=900 PLF W=24-0-0 2 X 5111 T 1-8-8 i 5= PLT TYP. Alpine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.25"/Ft. 0 Q Q 1=1 M =1 "IMPORTANT" ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40.0 PSf REF R151--14837 O O O O 0 � � 1= E� Q 1=1 QQ Q O Q NARLPIN E SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR TIIESE SP ECtFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A651 GRIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 150 L 160A -F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS Of NOS G TPI. AN ENGINEER'S ON THIS DRAWING APPLIES TD THE COMPONENT DEPICTED HERE IN HANDLING, ERECTION AND BRACING. SEE IIIP-91 BY TPI. SEE 11115 DESIGN F00. ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHLATINMG. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL DRYWALL APPLICATION. FURNISH A COPY OF THISRDUR ...en �F...., .' P�'"TIFI�-�'Y'. / N02283 98•, ir1 1n ( TATEOF-.TOT.LD. TC DL BC DL BC L L 10.0 5.0 0.0 5 5.0 PS PS PS( PS DATE 05/03/96 DRW HCUSR151 96124006 1 HC -ENG ABE WF F SEON - 19846 . FAC 1.00 FROM B . R US SAM IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S P A C I NG 7 2 4 . 0 ~ Q •--TPI - TRUSS PLATE INSTITUTE- NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTPUCTION ,jj F02/4 -ANE REJ - F4) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS -------------------------------------------------- TC From 100 PLF at 0.00 to 100 PLF at 27.00 BC From 10 PLF at 0.00 to 10 PLF at 27.00 TC 500 LB Concentrated Load at 26.88 SHIM ALL SUPPORTS TO SOLID BEARING. 1 5-0-4 + 24" -i-r- 15" Typ. F --'i 1.5X4(R)p 3X3= 3X3= 3X3= 3X3= 3X3= 1 8-8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BYsTRUSS MFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TRUSS DEFLECTION MEETS L/999 LIVE AND L/754.04 TOTAL LOAD. + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 10-0-0 1 24" + 7-11-12� 1 .5 X 4111 W-2.5X4—� 5X7= 3X3= 3X3= 3X3= 3X3= 5X7 5 X 5z-- 2X4111 3U3X?:5X4111 1.5X4111 3X3= W-2.5X4=n 3X3= 3X3= 1.5X4111 4X4-- 2X4111 X4=2X4111 1.5X4111 3X3= 4X4= 12-0-8 _I 7-0-0 Over 3 Supports R=599 W=3.5" R=1331 W=3.5" ri 4X4= 5X5=- 2X4111 X5=2X4111 1 .5X4 (R)= �--3 - 0 - 0-->j R=1585 W=3.5" PLT TYP. Al ine Design Criteria: TPI 17.3u6 FL/ -/I/ -/E/-/- Scale —.25"/Ft. 0 0 0 0 0 0 l� C� Im O [] O Q C=I o ALPINE 0 TR U SSW "IMPORTANT" ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN O0. THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST%$ BY TPS ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM A653 GR31 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON TIM DESIGN, POSITION CO NFORMOW/APPLIGIDLENP0.0YIS10NSGS 130. OOF NOSA`FTPDESANNENGINEEROS SEAL ON THIS OR APPLIES TO THE COMAONENT DEPICTED HERE IN ONI Y, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIP 91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE QUIREMENTS, UNLESS OTIILRWISt INDICATED. TOP CHORD SIIAII It IATERAIIY BRACED WI III PROPER CHORD LY ATTACHED PLYWOOD ED RIGID CEILING ALPINES WITH RTECHNICALPERLY TUPDATE0.(7(1/9ULF00. PROPER�SJ{���� DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. .P F, 'S' L lb, 22 1r `, � ILO .'1_ ' T. EN... TC LL T C D L BC DL BC LL TOT. LD. 40.0 10.0 5 . O 0. 0 55.0 PSI P S PS PSI PS REF DATE DRW HCUSRl51 HC -ENG SEAN R151--14838 0 5 96124007 ABE - 19852 0 3 9 6 WPF DUR . FAC. 1.00 FROM B . R SPACING 2 4 0 " M I=. M � •--YPI TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATIDN FOR WOOD CONSTRUCTION 02]4-K NE IaSU? - F5 ■ TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS -------------------------------------------------- TC From 100 PLF at 0.31 to 100 PLF at 27.00 BC From 10 PLF at 0.00 to 10 PLF at 27.00 TC 500 LB Concentrated Load at 26.88 SHIM ALL SUPPORTS TO SOLID BEARING. (PROVIDE HANGER AT LEFT END OF TRUSS FOR 577.31 LBS. 8 } 15" 4r8-8 --� --+ 24"_}- 10-0-0 ---J4"=;- 7.11- I2 ---I - _ W -2.5X4 1.5X4 R) 3X33X3= 3X3= 3X3= 3X3= 5X7= 3X3= 3X3= 3X3= 3X3= 5X7= 5X5= 1.5X4(R)= T 1-8-8 I 2X4111 Q 3X3= 1.5X4111 3X3= W-2. 5X4=- 3X3= 3X3= 1.5X411 1.5X4111 3X3= 4X4= 2X4111 1.5X4111 3X3= l 11-8-12 �1 fE 26-8-4 Over 3 Supports R=577 W=3" R=1322 W=3.5" n 4X4= 1.5X4111 4X4= 2X4111 5X5= X3 -0-0->J R=1585 W=3.5" T 1-8-8 PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/I/ -/E/-/- Scale -.25"/Ft. 0 0 M 0 **IMPORTANT**. ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40. 0 PS REF R151--14839 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND ._ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE IIIP-91 BY fPl. SEE Tins DESIGN P�-`'R TC DL 10.0 PSI DATE 05/03/96 Q � � FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST65 BY TPL FOR AOOIIIONAL SPECIAL PERMAN(NT BRACING RE (� , 0 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTIILRWISE INDICATED, TOP / N°22F DC DL 5.0 PS DRW HCUSR151 96124008 Q � O O A650 G007 EXCEPT AS NOTED_ APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I-; 'At j9B •� (X O O TRUSS AND UNLESS OTHERWISE LOCATED ON Tills DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ( QC LL 0.0 P S HC - ENG AUE WPF o A L P I N E CONNECTORS PER DRAWINGS 130, 150 1 I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •- SEE % TA�I 0 SEAL0RM 0N THISP0RANiNG APPLIESLE ONS OFTO THEN NCOMPVNENT DEPICTED OS I TPI. AN EER'S ALPINE HERE ORYWALLTECHNICAL UPDATE APPLICATION. FURNISH/AICOPYROFRTHIS .5PER ENG\?. TOT . L Q 5 5.0 PSI S E A N 19854 TR U S S IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. D U R .FAC . 1.00 FROM B . R IN /PI - TPUSS P1. ATE 1NSTITUT( NOS - 1991 RA T I ONAI Of SI GN SPT C IF IC AT I ON FOR WOOD f(INS T RUC I I ON S PAC I NG 24.0 " f027,4 -RAE Rt3u - F6 TOP CHORD 2x6 SP #2 N BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 :W2 2x4 SP'#1 Dense: :W3 2x8 SP #2 N: :W6 2x4 SP #2 N: TRUSS DEFLECTION MEETS L/999 LIVE AND L/819.56 TOTAL LOAD. SPECIAL LOADS TC From 100 PLF at 0.00 to 100 PLF at 14.75 BC From 10 PLF at 0.00 to 10 PLF at 14.75 TC 7605 LB Concentrated Load at 5.23 TC 500 LB Concentrated Load at 14.75 *TC 1000 LB Concentrated Load at 15.08 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. 5X9= f 3X10= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 2 ROWS @ 4" o.c. (EACH ROW) BOT CHORD: 1 ROW @ 16" o.c. WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (1) 1/2"—bolts MAY BE USED FOR 2 0.1310.0_g_nails ON THE TOP CHORD ONLY. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 1 .5 X 4111 3X10= 3X3= 2-0-0 W3 W6 4X16= 3X16= MU&mi 1.5X 2 X 4111 14-9-0 Over 2 Supports R=4697 W=3.5' I -3-0-0 :b. R=5031 W=3.5' 4111 2-0-0 1 PLT TYP. Alpine Design Criteria: TPI 17.3u6 FL - 1 E - Scale –.5"/Ft. Q1=1 **IMPORTANT** ALPINE ENGINEERED PRODUCTS. INC. WARNING IRUSSES REOUIRE EXTREME CARE TC LL 40. 0 PJ REF R151--14840 Q O O � O C SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 00. ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM IN HANDLING, ERECTION AND BRACING, SEE HIP -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE(]ALPINE DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ;." ER P ,'�P�•jjFIC /�' •' ' 11&22289 . T C D L B C D L 10. 0 5 0 PS[ PS DATE DRW HCUSR151 05/03/96 96124038 I N Y�A O A653 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER DRAWINGS 130.150 L 16OA-F. DESIGN STANDARDS W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. CHORD SHALL BE LATERALLY BRACED WITH PRDPERB LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING • SEE ALPINE TECHNICAL UPDATE (1/1/91) FDR PRDPER DRYWALL APPLICATION. FURNISH A COPY OF TITS DESIGN TO THE TRUSS ERECTION CONTRACTOR. I STAATEOF (V �` ••S '•••.....TOT --._Eng C L L . L D 0. 0 55 0 PS P J CCONFORM HC -ENG SEAN ABE 19860 WPF DUR . FAC. 1.00 FROM B . R SPACING 24 . n,, Q 1= 1= 1:D -- TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -—., .- � r,. I Is nW9 PRFPARFD ROM COMPII�TFR INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/935.50 TOTAL LOAD. + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT LEFT END OF TRUSS FOR 939.59 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 939.58 LBS. 7-6-8 -I 24" —7-6-8 -I 15" Typ 1.5X4(R)$ 3X4= 3X3= 3X3= 3X3= 3X3= 3X4= 4X4= 4X4= 1.5X4(R)= \/\/V 1-8-8 1-8-8 + 2X4111 4X4= 3X4= 3X3= 1.5X4111 1.5X4111 3X3= 3X4= 4X4-- 2X4111 17-1-0 Over 2 Supports R=940 W=3" R=940 W=3" PLT TYP. AlDine Design Criteria: TPI 17.3u6 FL/ -/l/ -/E/-/- Scale —.5"/Ft. 0 p **IMPORTANT* ALPINE ENGINEERED PRODUCTS. INC. WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40. 0 P S R E F R151--14841 O Q SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY IN HANDLING, ERECTION AND BRACING. SEE HIP -91 BY TPI. SCE THIS DESIGN P�"P-:T FI(`„��'Lti. /� -- T \, D L 1 0 . O P S DATE 05/03/96 (� (� � FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONNECTORS ARE MADE OF 2OGA QALY. STEEL MEETING ASTM FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP , J" ; V� 77gg11 �, \ �•,' N�', 90''• i !1 C BC DL 5. 0 PS DRW HCUSR151 96124009 Q Q Q A651 GRIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I t 0{0{//// B C L L 0 0 PSI HC -ENG A B E W P F O r__1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 110, 150 i 1604-T. DESIGN STANDARDS LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF (� 5 0 P S E O N 19856 a A L P I N E Q )N pm• & TPI. AN ENGINEER'S SE ALOON THIS DRAWING APPLIES TO THE/APPLICALE PROVISIONS OFNCOMPORENT DEPICTED HERE ER ALPINET APPLICATION. ECHNICAL AFURNISITY AI COPYROFR THIS DRYWALLS 5 .S R N, TOT . L D . J D U R . FAC. 1.0 0 FROM B . R TR U S S IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S P A C I N G 24 n" • -TPI - fRUSS PLATE INSTITUIE. NOS - 1991 NATIONAL. DESIGN SPfCIFI(ATION FOR WOOD CONSTRUCTION n 1\7,"�! l`, FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1-500-737-7327 TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: Provides additional increased resistance to wind uplift to secure rafters' trusses to wall studs, top plates or concrete tie cearns. • The Sanibel Strap and True Tie are similar connectors which fit over the top chord of the roof truss and a::ach to the wall plates and wall studs. Use the True Tie when the distance from the top chord to the top prate is less than 10 and the Sanibel Strap when the distance is between 10" and 18". • Designed to allow gun nailing for quick installation. • Warning, use protective eyewear when installaing with nail gun. Materials: 13 cauge galvanized steel HDP2X SIZE PRODUCT DESCRIPTION GAUGE PER ALLOWABLE CODE SIZE CTR 2X HDP2X Sin an bel S1-ao ''8 25 2X (2) 1 HDP2XD : Double Sanioel S;'ap 18 25 ' 2X HDP2X' 18 8 -NK or DN 1875 25 2X (2) HDP2XD' , 18 8 -NK or DN 1875 25 INSTALLATION: Pov:e- a -,:nate.. narde^.e-c na.! fastener = DN. nar_anenoric,ste sc e,. tyc- fastener = NK Co ste^.e ^ar 2ctur- for ins:ailat:on :nf2--at,on. ALTERNATE FASTENING SCHEDULE j ALLOWABLE LOADS I FASTENER WIND UPLIFT EARTHQUAKE 133% TOTAL NUMBER OF FASTENERS SIZE 2 1 4 1 6 8 10 1 12 1 FASTENER ALLOWABLE LOADS FASTENER ALLOWABLE PER SIZE PRODUCT GAUGE SCHEDULE LOADS PER CTN Al CODE CODE COMPLIANCE: IN CONCRETE CTN WIND UPLIFT 2X HDP2X' 18 8 -NK or DN 1875 25 2X (2) HDP2XD' , 18 8 -NK or DN 1875 25 INSTALLATION: Pov:e- a -,:nate.. narde^.e-c na.! fastener = DN. nar_anenoric,ste sc e,. tyc- fastener = NK Co ste^.e ^ar 2ctur- for ins:ailat:on :nf2--at,on. ALTERNATE FASTENING SCHEDULE j ALLOWABLE LOADS I FASTENER WIND UPLIFT EARTHQUAKE 133% TOTAL NUMBER OF FASTENERS SIZE 2 1 4 1 6 8 10 1 12 1 ALTERNATE FASTENING SCHEDULE FASTENER ALLOWABLE LOADS WIND UPLIFT! EARTHQUAKE 160% TOTAL NUMBER OF FASTENERS SIZE 1 2 1 4 1 6 1 8 1 101 12 PRODUCT DESCRIPTION GAUGE LOADS PER CTN Al 4-10d CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted 1 93 for a National Evaluation Repo7i (NER« Pending). 46 HOP2XD 3 4. ALTERNATE FASTENING SCHEDULE FASTENER ALLOWABLE LOADS WIND UPLIFT! EARTHQUAKE 160% TOTAL NUMBER OF FASTENERS SIZE 1 2 1 4 1 6 1 8 1 101 12 8d 220 440 650 660 110C 1,320 8d 265 530 790 55 1320 1585 — 10d 265 535 80 1065 1335 1600 10d 320 640 960 /28011600 1920 - 16d 320 640 50 1280 1600 19'.5 160 385 770 1150 15=0 1915 2300 FOOTNOTE: Fa=_:e-ers are -,;aced c- moce =HDP2X eaoh site of truss. 2 ih the to-, laser and 3 m the bottom layer of the double top plate members. Fas:=-ers are c,aced c- mode =HDP2XD each sce of the truss. 3 ih ea::- aver of the double top plate members. INSTALLATION: Us=_ a SpeCif,ed taste-e•s in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2. 3.6,'7.10. 12 CODE COMPLIANCE: S.B.C.C.I. #9166. METRO DADE COUNTY REPORT #91-0830.8. Submitted 1;93 for a National Evaluation Report (NER# Pending). TRUSS TIE DOWN STRAP (TRUE TIE `) Patent Pending 1 5/8" J7 HDPT2 1/4" SINGLE `\ 2X HDPT2 Sind,e T%- Tie 16 450 50 C\ 2X (2) HDPTD Double T e Tie 18 450 50 ` \\\✓✓✓ \-'I 3/4 ALTERNATE FASTENING SCHEDULE I ALLOWABLE LOADS FASTENER WIND UPLIFT EARTHQUAKE 133uo TOTAL NUMBER OF FASTENERS SIZE 2 1 4 1 6 1 8 j 10 1 12 ALTERNATE FASTENING SCHEDULE FASTENER ALLOWABLE LOADS WIND UPLIFT r EARTHQUAKE 160% LATERAL SIZE SIZE PRODUCT DESCRIPTION GAUGE LOADS PER CTN Al 4-10d CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted 1 93 for a National Evaluation Repo7i (NER« Pending). J7 HDPT2 1/4" SINGLE `\ 2X HDPT2 Sind,e T%- Tie 16 450 50 C\ 2X (2) HDPTD Double T e Tie 18 450 50 ` \\\✓✓✓ \-'I 3/4 ALTERNATE FASTENING SCHEDULE I ALLOWABLE LOADS FASTENER WIND UPLIFT EARTHQUAKE 133uo TOTAL NUMBER OF FASTENERS SIZE 2 1 4 1 6 1 8 j 10 1 12 ALTERNATE FASTENING SCHEDULE FASTENER ALLOWABLE LOADS WIND UPLIFT r EARTHQUAKE 160% TOTAL NUMBER OF FASTENERS SIZE 2 1 4 6 8 10 12 8d 220 440 ==0 880 1100 1320 8d 265 530 790 1055 1320 1585 10d 265 ''i 535 , 810 1065 1335 1600 10d 320 640 960 1230 1600 1920 16d 320 640 950 1230 1600 1915 16d 385 770 1150 1540 1915'2300', FOOTNOTE Fas:e-ers are placed o- each sae of the truss into the top S bottom Jaye- of the douoie top ew orate -n_h-,oers in equa ouant tR Fasteners $hail not be less than 1 4" f, --,the edge of the strac a spaced not less than 3 8 from the eege of the framing membe, INSTALLATION: Use a scec f,ed fastene-s in schedule to achieve values indicated. SEE GENERAL NOTES: 1. 2, 3. 6, 7 CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted 1 93 for a National Evaluation Repo7i (NER« Pending). 46 •, 5 1/2" HDPTD 1314" DOUBLE 19, 14 1. 2. 3 R1 STRAP TRUSS HANGER 16 GAUGE SIZE PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER CTN W H BS HEADER JOIST FLOOR DESIGN LOAD 100% ROOF DESIGN LOAD 125% WIND / EARTHQUAKE UPLIFT UPLIFT 133% 160% 2X MSHS29 16 15/8 9 2 14-16d 10.10d 2045 2555 1375 1650 25 2X MSHS213 16 15/8 13 2 14.16d 10.10d 2045 2555 1375 1650 25 2X MSHS218 16 15/8 18 2 16-16d 10-10d 2335 2920 1375 1650 25 2X MSHS222 16 15/8 22 2 22.16d 10.10d 3210 3500 1375 1650 25 2X(2) MSHS213-2 16 31/8 131/4 2 14-16d 10.10d 2045 2555 1625 1750 50 2X(2) MSHS218.2 16 31/8 181/4 2 16.16d 10.10d 2335 2920 1625 1750 25 2X(2) MSHS222.2 16 31/8 221/4 2 22.16d 10.10d 1 3210 3500 1625 1750 25 4X MSHS413 16 3 5/8 13 2 14-16d 10-10d 2045 2555 1625 1750 50 4X MSHS418 16 1 3 5/8 18 2 16.16d 10-10d 2335 2920 1625 1750 25 4X MSHS422 16 3 5/8 22 2 22-16d 10.10d 3210 3500 1625 1750 25 Minimum header thickness is 3". NOTES Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. Fasteners are common wire nails for single shear (Two Member Connections) with ASTM A653 Structural Steel Grade 33 side plates. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D1761. Maximum downward load capacity has already been increased for a duration load, when permitted by National Design Specifications for wood construction not exceeding 25%. Allowable uplift loads have been increased for wind or earthquake loading. The allowable load uplift percentages shown, 133% and 160%, reflect duration factors appropriate for different building codes as defined in the National Design Specification for Wood Construction. You should select the uplift % that is applicable to your building area under your governing building code. FFIF © r717 rm 7©TM TIILL, STRAP TRUSS HANGER Southeastern Metals Manufacturing Co., Inc. DRAWN BY. C44ECKfiD By: APPROVED BY: DATE: 11801 /ndusiry Drive - larksn"ville, Florida 32218 B.L.B. J.W.H. 5/12/95 PA RT N: SCALE:MATERIALSPEC: PAGE: ASTM A653 Structural Quality Grade 33 (steel) & ASTM A924 (coating) MSHS N.T.S. 16 Gauge (0.0575" - 0.0695") 1 56 of 58 V7 FM7 71 T%1 SGdeasiem ,Melds Maniiacturicg Comcany, fro, FOR TECHNICAL INFORMATION: 1 800 SE SPECS 1-800-737-7327 HURRICANE ANCHOR Design Features: These ties add increased resistance to wind uplift. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. Materials: PO -1R naune n;lvani-7ari ctaol Hegular I HGr i HCrL 1 20 1 1 112 1 5 1 4 1 4 1 4• 1 DIMENSIONSS FASTENER SCHEDULE ALLOWABLE LOADS HCPUR b HCPLL 20 1 112 6 4 4 1 4• 145 95 400 510 4801 520 ! 100 I Obl. Long Tie { RT10 1 20 i 1 1(2 10 112 5 xi 112' 8 15 x 1 1/2' ! 115 955u0 j 555 1 555 1 555 i 100 WIND / 1 RT12 18 1 tf2 45/ 4 I 4 4-� 100 � 130 1380 1 380 � 380 1380 i 100 j Truss Tie DESCRIPTION PRODUCT CODE GAUGE W H RAFTER PLATE STUD LATERAL (See Installatlon) EARTHQUAKE PER CTN UPLIFT UPLIFT INSTALLATION: Use all scec�ec `asteners in schedule to achieve values rcicared. 2-16d toe nails from truss to top plate equals 300 lbs. additive to 133% 160% -- Al A2 6d 8d 6d 2d CODE COMPLIANCE: S.3.C.C.1. =9166, -9320 METRO DADE COUNTY REPORT #92-0&30.6. -N -_ Submitted 1.93 for a National Evaluation Report (NERD Pending). _ Hegular I HGr i HCrL 1 20 1 1 112 1 5 1 4 1 4 1 4• 1 145 1 95 4C0 510 1 480 1 520 ? 500 Long Tie HCPUR b HCPLL 20 1 112 6 4 4 1 4• 145 95 400 510 4801 520 ! 100 I Obl. Long Tie { RT10 1 20 i 1 1(2 10 112 5 xi 112' 8 15 x 1 1/2' ! 115 955u0 j 555 1 555 1 555 i 100 Reversible 1 RT12 18 1 tf2 45/ 4 I 4 4-� 100 � 130 1380 1 380 � 380 1380 i 100 j Truss Tie i RCPT 1 18 1 2 112 20 8 — 8 — — j 8C0 i 990 900 990 ' ;0 ' FOOTNOTE: May ce :rstailed on eacn Side or rarer for twice the Icacs omen the rz ler ickness is a mtnimum of 2 tit• cr c;agona,ly when ratters 1 Regular arc L:.ngtie hurrcane ancnors also avatlaele :n IS ;auge. •Aitemate s%c date application. INSTALLATION: Use all scec�ec `asteners in schedule to achieve values rcicared. 2-16d toe nails from truss to top plate equals 300 lbs. additive to listed lateral loads parallel and perpendicular. -- SEE GENERAL NOTES: 2, 3. CODE COMPLIANCE: S.3.C.C.1. =9166, -9320 METRO DADE COUNTY REPORT #92-0&30.6. -N -_ Submitted 1.93 for a National Evaluation Report (NERD Pending). _ ,tN \ - DOUBLE \ LONGTiE TRUSS RT10 H REVERSIBLE TIE REGULAR H LONGTIE �4 ' HCPTA 1 HCPR,L HCPLAiLL H RT12 Al Al A2 Ramer 3colication S -.-d accl =.,-n HCPn L Rafter 3r91ic3tion 1 I Stud 30cticaticn HCPLR LL Ra"er aCplication i RT12 0 A2 pt _S'�'_i1G'� on zac1 SIC;! C: C!:G IO2C2S a of 2 or C:'z --L-ly .-... " I 1 � CP ..es i :sta1!ec Zia_¢o:.31:. mss •the - " Stud acolicaticr Al AZ Ramer 3colication S -.-d accl =.,-n HCPn L Rafter 3r91ic3tion 1 I Stud 30cticaticn HCPLR LL Ra"er aCplication i RT12 0 A2 pt _S'�'_i1G'� on zac1 SIC;! C: C!:G IO2C2S a of 2 or C:'z --L-ly .-... " I 1 � CP ..es i :sta1!ec Zia_¢o:.31:. mss •the - " Stud acolicaticr 1 f ROvIOC UrL Ii COIInCCt ImiS n tirfift I i (I, Itit) Icm co • • • UI't IUltt11. U'1Yf;,9!H ; UrL if l : JSJa 200( DRC LOC: ' /1 UPLirl OnSEO at m n PSF 1OinL OEnO LOnO, 111110 SPEE01110 iiP11. Knit tIC1117.5 Fi. CJ1CLnSEn. ( StiC ) U11,c) n11n1YSIC ^LSO CC/trLtrs 111111 S0U111 fLORlhrl OUiLU1111: cOM: FOR IZO arll nl'U 30.0 ft. Knit iIEiCttt. PROViOE UPLIFT ComiECTIOffs nT OEnRIIIGS n5 1.1mICntEU. UPLIFT : 5903 U01 ORC LOC: I 1► UPLIFT OnS£0 0:1 10.0 PSF TOTAL OEntl L0n0. UIll0 SPEEO(120 1?11. I;Enu IIG1122.G FT. EIICLOSEO• (SUC) UI:IO ANALYSIS ALSO COMPLIES 1111111 SOU111 FLORIUn OUILOI,Irr CODE FOR 124 Ilril nap 10.0 Ft. 1)En11 ►,S 1 Gni . Iilr,lnC,c iOr 019RO LUi:OER Cr.(IOE (••- I 111111 1111/11 l� I •ir1 • iinX-. )IOR1inL 111 rgnllln•.^I /11(111 1`l•^^r•1ol 1111.11••( •1' fill)(. StlFFit UElCtti OVERiinllr, ,ql•I nl n1` 1, 0..11/1 11`•./.+I \1 1'•1111.11 n. 11 OVER 1117111111 i i 1111 l: ill. 4'i `• i .{ III'ul, 144,11. 111 2 PSF 10 i'SF LEIIGiIf LEIICTiI . 0-00-00 Ir n1` 1111.•111 11.1.9 In 1••i 1`l•. 11.11„ .All.. /•�r.•n• 0-00-00 112 If il,', it 1 -OG-OJ 11•...1(1.11 111 1•••.1•(1 1/r, Ifr / 11.11 r, 1171(.1 .•1•.11••.1 1 it •. ,.n Y. .111•..( 1111 In• n1` r I 1 1 .If 1 •1, Iln•1•111'f' ^I , 2-01 -07 112 11 112 It •'•) 111)1 - 1-89-; a I(•1 0•. 1.•II t•''-1••! •1.1111 It 1..1 In.l 1.1 ..1 111 lie •-1 1`1 1 1 2-95-11 112 112 UEIIS G .) i i 1. •.. I. ,.y ;....r\ .yl H .11Nn... .,.. 1q .... (11.1• .. •.. ... ` 2-05-i1 - 11 if 2-00-00 ..... •1 ... 1'. .. 1I 1..\1. •. ..• 1\, .•.1111... 11111 2-09-15 '11 01 pEll�if 1111111)1 i •11.1 •1 114111 . 2. IZ 1 - 5X'I n L V MC OR 'I. GO 23 11000LOC 2X7 11Lt'I11C OR 27 LIOOOLOC 1`1 .. or. 3X'i 11111_)' I II[ Slrir5U1► IIIJn26 1 0R limy UC I1;CU II001)L0C 9- 10- 13 OVER 2 SUPPOR 1 S_M� R16523 u1 3.50' iI i P JnCK , I I , Jl 5' 1- �_ ) t I tvr. 1 Ill 011 11 01111t IM! I I CIIL Uf ll . IM:, 1`11,111"r I i l 011 V00111.0r. I ) 111 1111i11)1: 1`)i V;; 11111'111.. W--F.(ILI'111( .1?•l nu 110001-W. 16 ill fill' Of I)LItitCIL I1110 ii0WILC 00P)MIL a?1). Z'1 IIUU!)LgC f d 6 I 1:111) 11111) CURIICII J11CK5 'L T , W. -nLr nic OR 11000LOC FURM Sll n COPY OF • 1111 S OrS (rll TO LRCC T I 011 CO1111111C I oil •11 II•{ i1•(1al{Ile I.eevCll. 1.11,1 ►►irlrORinlit►► 1.. 11,1 ..nl If 11 II es 11111 IH 11111 ,111i 1011111 IIe1r11( 1111111( Ur.1�1� '�� 1 ILII l (I(1 UI Lnonl L.(. i•i(IIl.1 11••111 uf._:Icn rcit:rri - - -V^-'Y--�_-'---- 1111 .-. '__-_- - .. /1.1.111.1 I.I• I"ll w(•.. 11.111 Ufl i.11 nl /er•1. (. ,.. I.n(1•.(. Ili 111..(1 (. 111, 111 Ip11 nl 11111•`I 11. I i I( Ifr . 1 111111 1111/11 l� I •ir1 • •IlN1 Il roll/ \,-1 /wl1 In/n••1Vunnll ulln 111111 .. Irl • 111 rgnllln•.^I /11(111 1`l•^^r•1ol 1111.11••( •1' .111. 111.1 tl••-/11111 All ....II n1` Ir(n Irl•'. 11111 III IIr.f 1111.1 ; ,ql•I nl n1` 1, 0..11/1 11`•./.+I \1 1'•1111.11 n. 11 i i 1111 l: ill. 4'i `• i .{ III'ul, 144,11. 111 •••1 f,. n 1.1111 •i r -Is. ••.1. le••••Illl., I, 1•Ir• 1.1`( II 1011.11 I-., I, 111111^11. 1•^11• •.11.. ..11.1 •� . .•v11 ••• •.•\II\ 11•'1•+111 141 111111 ••r Irrll 111111,••. 1111111•. • Ir n1` 1111.•111 11.1.9 In 1••i 1`l•. 11.11„ .All.. /•�r.•n• 411. 111, 111 - 11 1',11 Iii, t lit. 1 1,11 11•...1(1.11 111 1•••.1•(1 1/r, Ifr / 11.11 r, 1171(.1 .•1•.11••.1 1 it •. ,.n Y. .111•..( 1111 In• n1` r I 1 1 .If 1 •1, Iln•1•111'f' ^I 01111 1.11.1 •Ir .11 1••11 •1!111 11111•! ..1 •1••1 111•••.11 .1 ,1`l 1lrirl//Il• • 11•'1, 1 r n , •11 1111.. (111 •141 •'•) 111)1 - I /i I I It I 1. . I(•1 0•. 1.•II t•''-1••! •1.1111 It 1..1 In.l 1.1 ..1 111 lie •-1 1`1 1 1 n, 1`.r^ti 1111111 of 1.1,., 11•..1 ;1111 IrIr1 ,r I.•1:� 11111'•1111-. 1 . .) i 1. •.. I. ,.y ;....r\ .yl H .11Nn... .,.. 1q .... (11.1• .. •.. ... llA.r 11..1..11•.•. • _ _ ..... •1 ... 1'. .. 1I 1..\1. •. ..• 1\, .•.1111... 11111 ..1•Ir linllr 11. .. '.Ir.... _ • .1'111 tilt. .1 1 1111111)1 i •11.1 •1 114111 . OF D so INE _FSE ; OT CH 0 2X5 50. PIPE 12 DENSE • EXCEPT AS Sl?rlw'N WEBS 2X4 SO. PINE »3, EXCEPT AS SHOWN WI-2Xe SO. PINE x2 DENSE B1 -2X4 r:2 N -DENSE NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED ARE: CF WEB NEMBEPS. ALL PLATES ARE TO (3E CENTERED ON THE JOINT, LEFT TO RIGHT ANO TOP TO SOTTOK EXCEPT WHEN LOCATED 13Y CIRCLE OR DIHE":SICN. SEE OFAWING 130 FOR -PLATE LDCATIONS ON TYPICAL JOINTS. - THIS HIP '.SCK 15 DESIGNED TO SUPPCNT A CC+=':'a SET WITH 11' SETBACK FP' --u BOTH 5:CES. COP!4EP ._+ACxS H:VE NO WEBS. THIS TPUSS IS LsESiGttED IO 9E t:SED D Q.N E':CLCSED DUIILDING USI"G THE 1988 STAr,7�APO P11ILDIvG CC, -E, DESIGN WPP) S, E=C IS 130' 1!P11 AT 1 0-17' "E -N HE IG IT R1 •• Pl;�J:IDE UPLI,T. _i;C°p E 1ST ?E CCvTI'•LrCS TO 7viE .. ppoVIDE CC++i:CTiC1~ PCF. 13ec":.`tom 7 .P,1C.0 ='. 3-1Ed T,iExAi.S 47 ... 5-150 TDEti4IL • -15d TCE'AILS E?E .R;,iC J1 x2 HIP TRLtSS OR CJ"Y'O: f 2-0-0 O.C. xt HIP TR',1S.S / F tt S Ja 71/ 9' { I 7 i J3 :t ! R1 !:OTE: WI!10 A."GaLYSIS MEETS THE RE(jl.c "C,,TS SET FC7-7H IN LD --AL CROI-lANtiCE 993-21 GF THE CI r OF S::i19EL. 1 3 7- 9 11 2-0 0. C. I PLAT- ) SPL I CE NO SPLICE P V~ T . _ . ti 1 -XE 3Y I A_%Xg 3 . CO 4- 2.12 2.12 to 7 to 6.50 4.60 J1 J u a a� I J CK 1' 3' 5• �7 9' R i i A -2X i EQUAL T.C. PAtiELS Er,D A?40 CC�NEP I _ 1 ' R1 15-6-11 OV'ER 2 SUPPORTS RE ?SED,"`D R=IM2# k'- 3 50' J, � a, j 1 PLATE TYPt--ALPINE w-)C'OLOC FURNISH A COPY DF THIS DESIGN TO ERECTION: CC.-NT„eCTOq PE'' 1.77 O O O O O O ff1 r`7 * -Lr:< �+4:.atter �¢uCTf. IK. M""i -f 1lIr4 8.T.f.4 Cyt [.«CIGi4 CRIT TPI EF N.='gin AN •kL rt to Ktj'04;nC ra r., 1IAti'Jj NG :- wcz:•a ept t:� ue C=API ..•;� ar T.fa w;: r:V•,oa a r a•ta w-c"a srx urT-n C LL 30. Q 5F C- iE a 1 aac7 •. ✓37v , t,act ■ T r Q t 7 t= •.I� Rt:a a .rr• ra:t v[ .O —:LD f+f TqA{ i• [3r7�.+t2 Cb.f.r — uc tL3 v0.,1D.*-•t Rl. eft r;T„ of a4.:,, � w+uu• n T►;. IIT:K ->•.C,70M s+cc zc:r« r3. A=171Dr.L w:IAL .rw... TC r,L 7 OR iS l,�ut/.{A.Af4urTr- tllrv%•0N pw T.4 R0.'l �.Qr'1. vt,t ri C -K1 .N C+K m:K P� KIT1`4 tR.:.t`tr a OF Asia —" KAA.T t.) w<—. TO' CJO ♦+;-, K La'T•++(lT l�a..Z- Lr- r�L n n C=' �--=�� rTTO P7V fA�/ tT t!ON JC:`�: aC LMATT a1I •:TN n•VRtiY ."4iC't.^QW M!T I.4� 1 [ I TOT.LG� PSF n.'APc.«. r+y . rYa aaC a o , as w i o - +<.: Q Pc•. scTs„ ovo n w as:o antr o. ruG•4 _ �. ": � " .,cr.d. m+ �.r n `. .+�; : `Aa. t . ! 0: o v, a. tsT : I r 7 p a a u ►• . oc W— t• ..: � 1 i ' •C♦ r.c . =^:ii. . .. TT Kr .a4. A 51 to +.[' a, tT »c� :x r.� r:K KtuG.•+* 'K.•t0 L.>•w ._.,r, _ .� r..`r 1�'1+„^t. . _ w`f;++� .. a. r~ r�:1•:[.': 3• .a rrT :J�+A {-: C1A _ .. _ L DOT CHORDS 2x4 1] So•. 1'Snv, rlr-Larch, 11em-F1 C, or'S-P-Fl)+�Y:, J--)�1 ? .TOP VCZTICIILS t 2x1 So, h'lne, r1r-LArCh, I1em-11r, or S -i'-('.` Sce 15 ; A bottom -hart below for glade• to match ' I K 4 Dd [__I6d _Center 1" O.C. 4" o.c. 2" 0. C. corvT)on 2x1 2t1" O.C. 5" o.C. 217" 0, C. tt,r t4l111): 37 psr 11 Spacing :• 1� ( i 0 0 : ;� 1'.. .' E; @. PROBABILITY or Max'. Lehgth NAx. Length MAX .. Length„ 1 1. )1 Ill)01 Lbr. Vert. without• v/1x4 'Ll u/2x4 '1J':` u/UiAy. Grade Ness Bracing Bracing 11 Cinq 1 nrAc.lw)—___. ' s.p.0 Fr S•S'.G II -I' G 5,h,L— II -V L p -L s -P-F -._-41 12 2'o" 41 q" 41 0" IIIA— I-IIAJ 4,. 9' r,1 1), o" 12 1'0" 6'10" 5' qi1 (3' Q" 7' 0'• lo' U" f)' 0" 11' fl" 11 6' 13 2'U" J' S 2'10" 41 4" �J' 6' 41. _.__.4_ 4.— .(i.I1O-__— YJ 110" 5' 0" 4' 2' 6' 5' 5' 5' 0' 7' 7' J' 1f)' 0" Cl' 4' +-NOT , Drace Ibr1 same gr4de anti specie Aa 1•,cLi AI'PLICAD I.E '+CLL, 30 ps f Jn Xttach ae rollois: fIaII1)-6 In9 o(1-Gincn 15 Pexk plate "L' Drace III I15 bottom tT -Vol) to match ' I K 4 Dd [__I6d _Center 1" O.C. 4" o.c. 2" 0. C. corvT)on 2x1 2t1" O.C. 5" o.C. 217" 0, C. tt,r t4l111): 37 psr 11 j),r OUR . VAC • : I . J3 �plite,late to 1"AtJ Co«v*,on trufli Span to natcl : o nvr,o n t ry s s 4 1 J oVI.A)IAIK• 41111 ol•.1 ty_)rIF% ) ---~---.UCTAIL A, . ;I 1�n•,tlon►.r ---, . . • ' Sh1•lhlnq-nr ily�-<,..7__%� 1 cllncll / jr I. In(•tt Il .!JII• 0A• . 11 rttlp �!th 12) AA Us(! cltf+cr Of egonAl 1)1 ACf. `Ill J.- 1)rA-c CxCee:i lengths slu_1(i(d 1n Column NO1LIyTrtU55 LPLCTUn I; P.r.;ri.tSl",1.1: 10P. PEP.UlI1.:NT 11LD D: \C 111G, t011 :t it IC PIC, I,, ilL(+111 A` fl, ) urt:11 ;11 A Cnt'Y or 1111 S 011111:'+(. 1'0 '1'11'155 2.6 1 31 6" 12 r LCJJG"1'11 RAY Varles to match i I 1 Tti common trues IlC DOUBLED ( er�l�a1 CIL; CG(IL I(AUoul support lice Itl.lte tri\ 1101'C1 Shorter uebs may be rhaced N 2'0" o.c. And longer match convoon uobe Q 1'0" o.c. to meet requlr•mtnta In chATt, t►uss \ resulting In both 1'0" and 2'0" spacings In sack gable end, \ " IMPOnTA)JT: Arr t tJv-<trlo r r(._<)1 .c WJl ll�filJtl: 1•_�rtl �t�•••l tr:n()K C•N , n1,f• /•'x 1NC)✓•1 J.•!_` 1,11 (>••p p p O Ml•Il bi K Nlr!1.LR1 !C„ JHT (XN.I.bIIN_r•J 1rJ 11 111 '�wl.l r' (. a,C 1••17 nC•(`<7 iia lll�l. •.. r. 0 ^ .•. V1 C r a'J I w .• (Y, Jr.t C•! �t• 11n-• l /v^aJ rJ • / n/ 1 •A•• M ♦,1 r 11• •1 `_� I. ai•^! 10 h•.O h< I•.lT/ •1 C.:"/M••'l�l tiil. 114 '1h 111 ir•1 (r)"YI IC"• Jl t.:.'•1 •( S T1ti'Cr) zr)- n.�,ry err T X .J Jvt /. In .i r. ! (c.•.:1M.. 1 r.11.,.( r. •.. r.rr.l e".,) el(e ••.. .. c.J rt 1•1•u,110 Irr 11 Va U. a, r,•11 l•arrl 01•<11--1-1 ..�,•l 11.. n•w •-^.! w.-�-a ••. rf.n .. a�•r••t •.11 (v J.r ry J..1 ('••-vt ♦.•rl Ir tJir4.ltr /vrin ••11n (�Lf' I�E «J..,,c,,.,:1 ,r JIrJ(.'n ..,.1•_. Ml i(1 •/`U•/,.(/1.11.( !.'•-1f ••)i 1(•, U••',/1 •IH "1 [l 11J ••) .l kc, It J. oIc -•a 1(V .) _'()1 •., '11 1' ,a.. _.•( _ . ,117 •:li ,•ll1. r•<_m y�_y [`t ).•J•1 11_1_. h cr./M� 1.11 11 •. n1. 1 .-,11 ��'1 1 ! Tr) r"f n1 /J.•v,.,.t -�_• I (TUS J ()f_•hl J �.,)a;1 •/ Cv 1tr .7 .tenI r, r■. 1 1n[•1lO tC. ••Irl --_-_-_'. _-- .• o •lh trv)1 ry•11 r.S I11Vtt, wUT NJ1•o•,y D11tN)Jl:v<Jf•O•/lOn ,�Y+f<, (t�^IIn1 .0 1.O•/. n !� •'1 c> as n JlcAns shcAl'.)1nq 1s oth.r• ll+nn j�l}-�^c.,•1 or 0. S. (Joard, LOA 1)1 PG, 55 ) 7 '+CLL, 30 ps f Jn 1, ; f TC1)1.: 15 I)sr tic OL: 10 })sr TOT 55 psr •1) tt,r t4l111): 37 psr 11 j),r OUR . VAC • : I . J3 1 . ) ) W1110 OR PROBABILITY VAC•lY.)It : 1. 33 1 1. )1 llt,CIIIG 24" o.c. 2,x•1 t,. c. i 111.1'111( C1JI:1�1rfJUD 1'P(UA:11;, 11.1'. 11.0. Ilex D R •O P P E D ,'U1G'J1')U (11 r)c:rl,l, llrlllll, 1 )ur, l :105'1(11 :IIJ.I ; tdlc)7/11-ttc.) f•I.'r• l! 1tl 1t1�t1) h, nI -3 MiN. RETURN Book 11507 Page 189 _ State of o County of �u To Whom It May Concern: NOTICE OF COMMENCEMENT Tax Folio No. The undersigned hereby informs you that improvements will be made to certain real property, -and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:r-`�- Address of property being improved: General description of improvements: Owner: , )60-- .,— ,t Address: `3 -3 c Cc g.-,� ,t Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: d c - o ,, .� Address �� PhoneNo:_Cy:i3��/CS o Fax No: _fo3-r73� V 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 713.06(2)(b), Florida. Statues. (Fill in at Owner's option). ' MIMP.- 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 800: 103,1 1507 2522 Pa e: 189 Filed & Recorded 12/04/2003 11:10:43 AN JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 5.00 RECORDING f 1.00 TRUST FUND $ COPT FEE f 1.00 CERTIFY WNER Signed:Q,—,,x4,LDate: // 0 BeforeMe�is 1 �day of . ZOO inth Countyof D�}vte of Florid has personally appeared Notary Public at Large, State of Florida, County of Duval. My commission expires: — - Personally Known: ""...°�� N4GOLECHf"8T SEN p Produced Identification: 3 •. �F v�ov` Bonded Thru Budget Notary Services