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Permits 1467 Laurel Way (vault folder) P I PERMIT WORKSHEET JOB ADDRESS / 6 `7 LO TYPE WORK a'^e!�6v SOC PROPERTY OWNER P eJi C'Cl e-) TELEPHONE 0 Y6 - 7 y 7 CONTRACTOR Qsf Ca�'1 - TELEPHONE PERMIT NUMBER G ,� �d DATE ISSUED �1'� C' C2 sig INSPECTIONS: FOOTING M-i- b 3 SLAB 5,j 5-Q3 TIE BEAM LINTEL NAILING/SHEATHING 6,17,03 FRAMINGICOVER UP ' ,o,03 INSULATION - FINAL BUILDING q li O CERTIFICATE OF OCCUPANCY TREE PERMIT ISSUED? PERMIT NUMBER ELECTRICAL PERMIT NUMBER 255'40 DATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC `7 it C3 RELEASED TO JEA TEMP. POWER RELEASED TO JEA TEMP. POLE RELEASED TO JEA FINAL R-L4- L j MECHANICAL PERMIT NUMBER d S3`I O I INSPECTIONS: ROUGH `7-1 1,c 3 FINAL v PLUMBING PERMIT NUMBER INSPECTIONS: ROUGHIUNDERSLAB TOPOUT WATERISEWER FINAL U DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPEC11ONS: DATE PD. DATE PD. CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD ? -l ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031534 Date 12/08/05 Property Address . . . . . . 1467 LAUREL WAY Tenant nbr, name . . . . . VINYL WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 2084 Owner Contractor ------------------------ ------------------------ WEBB, NANCY LIFETIME ENCLOSURES, INC. 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-5580 ------------------------------------------------ ---------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 2084 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 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 r � "''' a CITY OF ATLANTIC BEACH Cc: r J BUILDING / ZONING DEPARTMENT Hi ins f 800 Seminole Road S.Doerr J Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 91-6-3 Property a Address: 7 7 L h tt e [ 1 �' Applicant: L i 1//)1 if 'l C/6Sx 4 f S Project: Z Orf P/) ?6 r 6 h- This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Date: Reviewed By: D� t- , a Date Contractor Notified: L` �S y J jj Ja �J t1 r i J � S) ��ii ?° CITY OF ATLANTIC BEACH o(:`' BUILDING PERMIT APPLICATION � Zc- Date: (ALTERATIONS/ADDITIONS) f) •4 4`e c Job Address: d o r L"rP I L &a Owner of Property: MAH Address: Ho La Telephone: cVNi Legal Description: Block Number: Lot Number: Zoning District:,Qdea 4,Irodik Contractor: s 11 . State License Number: Contractor's Address: Telephone: (• 1Ro Fax: 61 bAi) Describe proposed use and work to be done: V1rJS11 MI'AdDIA Present use of land or building(s): S� Cee_a col Valuation of proposed construction: pT o R What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? 0 New electrical or increase in service? Add plumbing fixtures? h _ Add fireplace? Add heating/air conditioning? b Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will th' project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or till material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as a ro riate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach, FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures.temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information vpvided with this application is correct. LSignature of owner:.4//' _—L� Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being tru and corf!ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact inform a 'o person to receive all correspondence regarding this application (please print). Name: 0_1 r3 A 1.')i A) Mailing Address: A Telephone: 7s Fax: �Qb '73,(,SIQ E-Mail: — AS TO OWNER: Sworn to and subscribed before me this day of cam. ,200$ State of Florida,County of Duval Notary's Signature: r__1�'Zm, Tonya C1aar Colnmisslon#DD297974 ❑ Personally known 4� Expires:Apr 23,2008 Produced identification V-el Bonded Thru Type of identification produced W JC 0-(p3. 0 YU- 37e�2,0 Atlantic Bonding Co.,lnc AS TO CONTRACTOR: Sworn to and subscribed before me this o?$ day of 69fit-- State of Florida, County of Duval t Notary's Signature: Clams `f;,= iointnisston#DD2 40K Exp ices: kpr 2'3' '❑ Personally known ❑ Produced identification ° `,' gantic43nnd' Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 City o_ff��A�_lantic Beach "* DJSTKR RECEIPT +** Oper: WITH Type: OC Drawer: 1 bate: 12/98185 91 Receipt no: 16728 Description Quantity Amount 31534 BP BUIJ.DIN6 PERNITS1.0 (55.81 Tender detail CK DECK 1126 $95.81 Total tendered 195.11 Total payment 195.81 Trans date: 12/98/85 Time: 13:44:56 904 247' 5045 City of Atlantic Beach Bu 904-247-5845 P- 1 EACH cc, 0\ R D G l ZONING DEPARTMENT Hi ins Soo minol Road S. Doerr Afl Be i,Florida 32233 (904) 7-5 00 (904) 7- l45 Fax www. ab PLAN RE V-1 UOMMENTS Permit Application # Property Address: L hit—ec Applicant: Project: rC h- This permit application has been: 17J- Approved Reviewed and the following items need attention: 72) C — r t (5 t Please re-submit your application when these items have been completed. Re-,,,iewed By: Date: (1 -to Date Contractor Notified: S J ss� CITY OF ATLANTIC BEACH ., ,;. FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: " Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: ,'` rt� � Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Jeff Briar Lifetime Enclosures 5521 Chronicle Ct Jacksonville, FL 32256 Should you h e any questions please contact me at your convenience. Sincerely, Law ce E. B nett, P.E. #16644 2004 DESIGN I COMPONENT SELECTION — 2004 Ad03 Patio Room w/Solid Roof-Screen, Glass, Acrylic or Vinyl Using as a Reference Ahmimen Structure Design Manual, 2004 Edition by Lawrence E. Sennett. P.E. ASCE 7-98 FLORIDA BUILDING CODE 2041 with March 1, 2003, Aluminum Association Manual APAROVED CITY 01 ATLANTIC BEACH BUILDING OFFICE ` Designer: James P. Briar of LIFETIME ENCLOSURES,Inc. } Date: [0/Z5/2005NOV O 9 2005' 5521 Chronicle Court. Jacksonville,FL 32256 Tel: 904731-5580 Fax: 904731-5754 " Owner: f4 ANc� k J>E�3'�" Address: _ I q L-1 L 4t-If-6— WW ��cicSor�V� EL 3 ZZS3 Contractor(if other than designer) Jeffery A.Briar CRC0 28471/James P. Briar SCCO49530 Wind Speed: I Z O mph ®Wind borne debris zone(east of Yellow Bluff Road.,East of US 17 North to Nassau County East of 9A.East of USI South of 9A and East of I-95 in St.Johns County) Occupancy Type: Construction Type: IV-P �IV-U Vy VI-UP Other Building Category ® Screen L1 Open [] Partially Enclosed ❑ Enclosed • Internal Pressure Coefficient: ] 0 ❑ .55 ❑ .18 Exposure Category: ❑ A ❑ B ®C Importance Fac;:r: ® .77 ❑ 1.0 Overall Room Size: Projection: ft For a room of: 31 Screen walls only Length: l L. 5 ft ❑Screen walls/solid roof Overhang on host structure -- in. ❑ Screen walls/solid roof/vinyl windows Height at the host structure 5-9 ft.,and at the ❑ Screen wallstsolid roof/glass windows Load bearing wall: S-9 ft. Glass windows by: A) Roof Pan Selection: page 7-30,pagms 7-32 thru 7-38 and pages 7-42 thru pages 7-50 Using: %riser panel by 12'wide 'thickness by 3105/H-25 alloy" ❑ 'Composite Panel wl *thickness 1 lb 1-1/2 Ib 2 Ib Foam Bl Fourth 9W, or Miscellaneous Beam: ❑Yes ® No page 3A-18 thru 3A-20 table 3A-1.3-(xx(Miscellaneous Screen or Vinyl Rooms), page 36-4 nu 38-4-�table 38.1.1-(xx(glass Aooms/Enclosed Structure) Fri Tributary Load/width: ft. Desired Span: ft.Required Beam: x x econdary Tributary Load/width: ft. Desired Span: ft. Required Seam: x x C) Rid eam: Yes T, 110 page 3A-22 thru 3A-23 table 3A-1.4.(xx(Scrsen or Vinyl Rooms),mane 38-46 thru 36-47 tabl L5-(xx(glass Rooma/Enclosed Structure) ributary load/ idth: ft. Desired Span: ft.Required Beam:_x x 0) Ed am: page 3A-10 thru 3A-12 table 3A-L1-(xx(Screen or Vinyl Rooms),page 38-30 thru 38-33 table 38.1.1-(xx(gless Rooms/Enclosed Structure) page 8 and 38-41 table 38.1.3 Ox(Screen Room converted to Glass Enclosed Room) .14butary Load/width: ft.Desired Span: ft.Required Beam: x x E) Post/Upright: page 3A-24 thru 3A-25 table 3A.2.1(xx(Screen or Vinyl(Zooms),pege 3B-48 thru 38-49 table 38.2.1-(xx(glass Rooms/Enc!o ed Structure) page 38-50 thru 38-51 table 38.3.1(xx(Screen Rooms converted to Glass/Enclosed) Tributary Load/width: ;.3ft.Desired Span: ft.Required Beam:�_x_Z _x ,0 Tributary Load/width: ft. Desired Span. ft.RequiQed Beam: x x , _.) Kick I e rai I Chair rai 1 Wi ndow headers: page 3A-24 thru 3A-25 table 3A.Z1(xx(Screen or Vinyl Rooms),page 38-48 thru 3B-49 table 38.2 x(glass Roams/Enclosed Structure)page 38-50 thru 38-51 table 38.3.1(xx(Screen Rooms converted to Glass/Enclosed) Kickto/chair rail Height—in.Tributary Load/width:-_,_ft.Desired Span:—ft.Required Extrusion x x Wf'n'dow Header Height^ in. Tributary Load/width: ft.Desired Span:—ft.Required Beam: x x FILE COPY FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Jan. 27 2004 09:07AM MP3 MAP SHOWING BOUNDARY SURVEY OF LOT 7 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. F(219. FSTC(21V. 11VC2, BEARINg REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAY. ELEVATIONS SHOWN THUS: 9.8 REFER TO NATIONAL GEODETIC VERTICAL DATUM: ,^ RTIFI1ED TO: ' NANCY WEBB OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DE80HAH W. TAYLOR, ATTORNEY AT LAW, P.A. SECTION H — ATLANTIC BEACH PLAT BOOK 18. PAGE 34 L 0 T 6 L O T 7 BLOCK , 252 I _ -zde'SO1 '11 '11 "E 70.IN 00' x 3� _max_.� _ ..� —_ 0.6' ' 10+ PRIVATE DRAINAGE I LA$EMENT 5:j LOT 7 F. I O (� v a 0 14.9' • IN 0O 13.0 O It) r W t \� (o I 2 STORY VINYL FRAME I x a SIDING OVERHANG I W ' DWELLING #14137 N.' 15" EAVES WFINISH FLOOR ELEVATION (8.6) A ROOFEO ENTRY {''� V� O 9.8' 8.3' W/COLUMNS lJ A/C SAD 0 a Q � • 1.e'x1.e'G � 7v� "WO WO tp Nom,.i'�F Wi.00Dte• 01V^^)J ZW a me w M 0 -Z` g �CRc �O``►Q�•V7 W0 rj T '182_66' ''•'� " �•9T TO EASEMENT ,� Sol C r�L�P 5 r2 r-r) � . d t' ` i• Uf'"A"PROVED PORTION O LAUREL WAY (50' R/W) a N � �AOF RIGHT OF WAYkA cNv $-2002, cn Section 3A Design Statement: + The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen&vinyl rooms are from Chapter 20 of the 2004 Florida Building Code.The loads assume a mean roof height of less than 30;roof slope of 0°to 20% 1 =0.77.All loads are based on 20/20 screen or larger.All pressures shown in the below table are in PSF(#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10'and 16'projection with a 2'overhang.Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen,Acrylic.&Vinyl Rooms Over Hang Root Wall All Roofs Pj20!-M +10/-10 9 +20/-30 +101-11 11 +20/-36 +10/-13 13 +20/-43 +10/-14 14 +20/-45 +10/-15 15 +20/-50 140A MPH +301-17 1$ +301-58 1408 MPH +30/-18 18 +301-58 150 MPH +30 I-20 20 +301-67 Note 1: Framing systems of screen,vinyl,and glass rooms are considered to be main frame resistance components.Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to"C"Exposure loads multiply by 1.4. Conversion Table 3A-A Wind Zone Conversions for Screen&Vinyl Rooms From 120 MPH Wind Zone to Others Roofs Walls Wind Zone Applied Load Deflection Bending Applied Load Deflection Bending ► 3 `( MPH (#ISF) (d) b) (#/SF) (d) (b) 100 10 1.09 1.14 10 1.12 1.18 10 11 1.06 1.09 11 1.08 1.13 12 13 6:11) 1.00 1.00 14 1.00 1.00 123 14 0.98 0.96 15 0.98 1 0.97 130 15 0.95 0.93 16 0.96 0.94 140A 17 0.91 0.87 1$ 0.92 0.88 1406 18 0.90 0.85 18 0.92 0.88 150 30 0.76 0.66 21 0.87 0.82 Conversion Table 3A-B Conversion Table 3A-C Wind Zone Conversions for Over Hangs Conversion Based on Mean Height of Host All Room Types Structure for Screen Rooms From 120 MPH Wind Zone to Others From Exposure'W to'C' Wind Zone Applied Load Deflection Bending Span Multiplier #/S d b Mean Host Load Pans Composite MPH 100 /S 1.13 1.20 Structure Halght M er Panels 110 36 1.06 1.09 0-WD 0.94 0.91 120 43 1.00 1.00 15'.20- 1.29 0.92 0.88 123 45 0.98 0.98 20'-25' 1.34 0.91 0.86 130 s0 0.95 0.93 25'.30' 1.40 0.89 1 0.85 140A 58 0.91 0.86 1408 58 0.91 0.86 150 67 0.86 0.80 3A-ii . - grrsna�uFuT . .-+Frnrr c :.4r SME*rT E.y ��fE2 �(rMF3E 91 a('=i,1C�,jr Past,Se.�C,.lrc(wcod)to New wall Gk 2-?12"SMS 1 Z4 o tw' Y Fest 5tzzse'.;ir-(masonry)W New watt u+"x2-1bG'Cenc.-te Scrcw 1 Z4'Q-,,, ' Waits to stab !."zZ-Y4,C..-r.,=--.a 5=..v t wittin 6-ce Pte,, var'cs• Aad 2a'oc atans woe kngvh Wails:a wccd deck ' T Cx 2-1112"5M5 1 wit.`in 6- ct Posti vans and 24'Cr— k-, sICwtC kr Header*a Fssca .:Chcl-1/2"„MS 2 Per?ar`,cr er t'ruas"Tari Header to Masonry Wail _ � !4 x2-t!4`IsFcCn Anc=.or 1 Feaaer to Weed Wail CxI-f1Z 5114115 t 12"ow Pan Z cf to Headc- TSxIl2'SMS f a ssc rser �Sxi"SM5 pan Ccr, Fcsit.; ?3rci :0 Hcajer YbxilZ":.MS 1 Foxw.cerside side Pan Zccr t;. Cc=.: »ExilZ':,MS scatty ecsc.:d ac-oss 1,14C e G car• a 1 ?3r-."l w wear. � Cx(t.:•i!Z w ISMS w%f-i!="=e-der Hasher Fam Kccr 3tCna rcn-iCad DC3rnG eiemc.r ?arei aicra rcn--'Cad bear*ra 1!e nems w1S-1;-.c^Ger Hasner Ncr-cad Hail a-'ac:...s' lcad '^car'rg wait e:-d cf pts- Scar.r *o wail ccrnc^or(c-rc.-r'.c or T/4"x2Ccrcreta rra!;nrj waii) ?cr sidc . had 1 3rc`;r�C. gtQC fcr lata adc oral inch cearr :,;wait cc....e�cn;weea j .;ib xZ-Uq c: vs Z r"cr side A.GG t arc4Cr Fer sine cr csc4 addit^cnai irsGt Cr Sear.:area-.er titan J it G'e�• Scsr., Co Aiur-tautm wall a;rncc:!cn "Cx!-?Iz -=Me Z Per side hdd f armor F-- r_.-csc`aGG�c.•rat iac.`i C'Start arc�ccr har -.y ALTERNATE CONNECMN DETAIL 1'x 2'WITH BEAM t HEADER (3)810 x 1-112'S.M.S.INTO. SCREW BOSS (2)1110 x 1 112"S.M•S.INTO WANGLE CLIPS MAY f1£ '* SCREW BOSS • SUBSTITUTED FOR INTERNAL ANCHOR 1'x 2'PLATE TO SCREW SYSTEMS CONCRETE Wt 114'x 2-112' CONCRETE ANCHORS WITHIN 6'OF EACH SIDE OF EACH MIN.(3)810 x 1 112'ti.M.S. POST AND 24'O.C.MAX. INTO SCREW BOSS MIN.3-112'SLAB 2500 PSI 1'x 2'EXTRUSION CONC.6 x 6.10 x 10 W-W.M. OR FIBER MESH 1.118'MIN.IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND ALTERNATE CONNECTION: HOLLOW UPRIGHT TO BEAM DETAIL. (2)010 x 1-112'S.M.S. TIiROUGH SPLINE GROOVES COMPOSITE ROOF PANELS: EDGE BEAM (4)114'x 4'LAG BOLTS W/ RISER PANELS ATTACHED PER y..••► 1-114•FENDER WASHERS PER CHAPTER 7 I SIDE WALL HEADER 4'-0'PANEL ACROSS THE 1'x 2'OPEN BACK ATTACHED ATTACHED TO i'x 2"OPEN FRONT AND 24'O.C.ALONG TO FRONT POST W/ BACK WI hurt.(2)#10 x 1-112" SIDES 810 x 1-1/2'S.M.S.MAX.6" S.M.S. FROM EACH END OF POST AND 24"O.C, HEADER ATTACHED TO POST 2'•x 2'OR 2'x 3'HOLLOW Wt MIN.(3)810 x 1-tt2'S.M.S. SIDE WAL L GIRT ATTACHED TO IN SCREW BOSSES 1'x 2'OPEN BACK W1 MIN.(3) _ 810 x 1-11.2'S.M.S.IN SCREW BOSSES ; FRONT WALL GIRT ® GIRT AND KICK PLATE 2'x 2' 2'x 2'.2'x WOR 3'x 2' HOLLOW RAIL HOLLOW(SEE SPAT!TABLES) FOR SNAP EXTRUSIONS GIRT FROM r ANO SIDE BOTTOM �_ ATTACHED TO POST WITH RAILS A FTACHED 10 MIN.(3)010 x 112'S.M.S.IN CONCRETE W1 1/4'x 2-1/4' SCREW BOSSES 1'x 2'OPEN BACK ATTACHED CONCHS I E 1 MASONRY TO FRONT POST W1 ANCHORS u�6-FROM EACH 810 x 1-112'S.M.S.MAX.6" POST AND 24'O.G.MAX.AND FROM EACH END OF POST WALLS Mitt. 1'FR()M EDGE OF V x 2'OPEN BACK BOTTOM AND 24'O.C. V CONCRE IE POST ATTACHED TO BOTTOM RAIL MIN.r W1 MIN.(3)810 x 1-112'S.M.S. IN SCREW BOSSES 1/4'x 2.114'MASONRY � •. • ' � r ` 'ANCHOR®B'FROM EACH POSTANp 24'0.C.'(MAX•) N TYPICAL B ALTERNATE CORNER DETAIL TYPtCAL UPRIGHTDETA Pan roots requires 3 48 x 12"sms to be placed Standing Seam Riser pans/Composite panels evenly across the pan Into the load bearing wall Depth,metal thickness,alloy,foam wt. and 1#8 x 112'sms 24"o.c.along the non-load determined by dear span of the roof,number of bearing wall Composite panel attachment requires 1#10(t+112") equally spaced anchor paints using page 770, sms w/1-1/4"tender washer placed every 12"o.a Pages T32 thru 7-W and pages T-42 thru 7-50 along the load bearing walls and 24"o.c.along the nortdoad bearing walls. 1I I Edge beam span and size determined by 12 span+overhang or 12 span ( I whichever is greater usingpage I I 3A-10 thru 3A-12 table 3A-1.1-xxx, 38-30 thru 36-33 table 3B-1.1-xxx, I I 38-38 thru 38-41 table 3B-1.3-xxx II Girt and/or Window header girt size and � maximum span is determined using page -q 3A-24 thru 3A-25 table 3A-Z.1-xxx, I I 38-48 thru 38-49 table 38-2.1-xxx, (� 3B50 thru 38-51 table 383.1-xxx l ( II II I I Upright(post)size is determined by height requirements and distance between the uprights as shown on page 3A-24 thru 3A-25 table 3A-2.1-xxx, I I 38-48 thru 38-49 table 3B-21-xxx. I 313-50 thru 3B-51tabie 38-3.1-)= A II i I II II I I i Kickplate rail or Chair rail girt size and maximum span is determined using page 3A-24 thru 3A-25 table 3A-2.1-xxx, 38-48 thru 38-49 table 3B-2.1-xxx, 31340 thru 313-51 table 3B-3.1-xxx 1/4"x 2-1/4"Concrete screw within 8"of each post and 24" along the perimeter of tate enclosure II I I 1"x 2"or 1"x 3"Soleplate /Appf6veFoUihdatfon , 0 TYPICAL SOLID ROOF BEARING WALL SECTION SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.2 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen,Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 130 MPH velocity; using design load of 15#/SF Tributary Load Width'W'=Purlin Spacing Sections 3'-0" 1 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7 T-0" Allowable Height 'H'/bending'b'or deflection'd' 2"x 2"x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" bi 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 2"x 2"x 0.055" Hollow 8'-10" b 8'-2" b T-7" b T-2" b 6'-10" bi 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3"x 2"x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b T-11" b 7'-6" b T-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b 3"x 2"x 0.070" Hollow 11'-0" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b T-10" b 7'-6" b T-3" b 2"x 3"x 0.045" Hollow 10'-11"b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-1" b 7'-8" b T-5" b T-2" b 6'-11" b 2"x 4"x 0.050" Hollow 13'-11"b 12'-11"b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b T-1" b 8'-10" b 2"x 4"x 0.046" S.M.B. 16'-4" b 15'-1" b 14'-2" b 13'-4" b 12'-8" b 12'-1" b 11'-6" b 11'-1" b 10'-8" b 10'-4" b 2"x 5"x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11"b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2"x 6"x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2"x 2"x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b T-10" b 7'-5" b T-1" b 6'-9" b 6-6" b 6'-3" b 6'-1" b 2"x 3"x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'4" b 8'-1" b T-9" b 2"x 4"x 0.045" Snap 15'-1" b 13'-11"b 13'-0" b 12'4" b 11'-8" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b For 3 second wind gust a(140AVPH velocity; using design load of 17#/SF Tributary Load Width'W'=Purlin Spacing Sections T-0" 1 3'-6" 1 4'-0" 1 4'-6" 5'-0" 1 5'-6" 6'-0" 7'-0" 7'-6" Allowable Hei ht 'H'I bending'b'or 'dF- 2" 2"x 2"x 0.044" Hollow 7'-7" b T-0" bj 6'-7" b 6'-2" b T-10" b 5'-7" b 5'4" b 5'-2" b 4'-11" b 4'-9" b 2"x 2"x 0.055" Hollow 8'-3" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-1" b 5'-10" b 5'-7" b 5'-5" b 5'-3" b t2" 2"x 0.04 Hollow 9'-1" b 8'-5" b T-10" b 7'-5" b T-0" b 6'-8" b 6'-5" b 6'-2" 5'-11" b 5'-9" b x Hollow 10'-10"b 10'-0" b 9'-4" b 8'-10" b 8'-5" b T-11" b 7'-8" b b 7'-1" b 6'-10" b 3"x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-4" b 7'-11" b 7'-8" b 7'-4" b T-1" b 4"x 0.050" Hollow 13'-1" b 12'-1" b 11'-4" b 10'-8" b 10'-1" b 9'-8" b 9'-3" b 8'-11" b 8'-7" b 8'-3" b 4"x 0.046" S.M.B. 15'-4" b 14'-2" b 13'-3" b 12'-6" b 11'-11"b 11'4" b 10'-10"b 10'-5" b 10'-0" b 9'-8" b 2"x 5"x 0.050" S.M.B. 18'-11"b 17'-7" b 16'-5" b 15'-6" b 14'-8" b 14'-0" b 13'-5" b 12'-11"b 12'-5" b 11'-11"b 2"x 6"x 0.050" S.M.B. 20'-11"b 19'-5" b 18'-2" b 17'-1" b 16'-3" b 15'-6" b 14'-10"b 14'-3" b 13'-9" b 13'-3" b 2"x 2"x 0.044" Snap 9'-0" b 8'-4" b T-10" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-8" b 2"x 3"x 0.045" Snap 11'-7" b 19-8" b 10'-0" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b T-10" b T-7" b 7'-4" b 2"x 4"x 0.045" Snap 14'-2" b 13'-1" b 12'-3" b 11'-7" b 10'-11"b 10'-5" b 10'-0" b 1 9'-7" b 9'-3" b 8'-11" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A-25 February 10, 2004 City of Atlantic Beach Drainage Department Atlantic Beach, FL 32233 Gentlemen: I live at 1467 Laurel Way, in the Hidden Paradise subdivision. I talked to someone in your department last week about the water that drains off the Cul-de-sac onto one corner of my property. The curb is not high enough to keep the water out. Mud tracks are clearly visible from the Cul-de-sac into my yard. Water also drains onto the driveway. Jim, from your department, came out to look at it and stated he would take pictures and look at the drainage plan. He stated there should be a swale. Bestcon was asked right after I moved in to correct the drainage. The drainage was a problem from the beginning and they had to put in a lot of fill dirt, and the house is on a high foundation. Bestcon is well aware of potential drainage problems on that site. Mr. Paul Nichols did an assessment, copy attached. However,the bottom line is the drainage is poor. There is nowhere for the water to go. There should be some sort of drain there. The water is draining down the street, and into the Cul-de-sac, with nowhere to go but my yard. Bestcon"corrected"the problem by adding another layer of grass to the front left side of the yard. They created a bigger sponge. Before they took out the swale the drainage was inadequate and it continues to be inadequate. I did not specifically ask them to take out the swale. I asked them to correct the drainage, and assumed they were experts in this area. My question is, if the City blessed Bestcon's drainage plan, and the plan does not work, is it fair for the City street to drain onto my property. Bestcon is in the business of developing swamp land, and should be held to a high standard for drainage. Please let me know by mail whose responsibility the drainage of a city street onto my property is? Nancy Webb 1467 Laurel Way Atlantic Beach, FL 32233 �3� �,A;y ��y " December 10, 2003 Mrs. Nancy Webb 1467 Laurel Way Atlantic Beach, Florida 32233 lip RE: Drainage Dear Mrs. Webb: As per my commitment to you, I visited your house,the morning after our latest rainstorm,which I believe was during the evening of the 4`h of December. It was about 9:30 in the morning when I inspected your yard,totally, starting from the northwest corner, and continuing around your house in a clockwise direction, ending at your southwest corner. I observed the following: There was some water standing, on the curb, in the street,but very little. There was some water standing almost centered in the middle of the cul-de-sac. The ground directly adjacent to the curb in the northwest corner of your lot was damp,but there was no water standing on top of the soil. There was NO water or dampness observed, other than what could be expected after a storm event in the rest of your yard. I am not going to say that your yard is without a drainage issue,but I was unable to observe anything other than what is considered a "normal"drainage in your yard after our most recent storm. Given your proximity to undeveloped wetlands directly to your south and southwest, and given your proximity to the marsh to the west, it is to be expected that the water table in and around your lot will remain rather high. Percolation will be slow, particularly after successive days of repeated rain. The normal overland flow that is expected in extreme events will occur in your yard, from the east to the west, given the finish elevations of your yard. The design drainage for your finished yard is what we refer to as "A-type"drainage,where the water is directed from the rear of your yard to the front. From my casual observations, it appears to be working as designed. It is a normal IACNSONUHUS I1-f111 80110[1! expectation here in Florida to NOT have a completely dry yard, directly after a rainstorm. I will continue to look at your drainage, and I would appreciate it if n you would call Joy the next time that we have an extreme rain event, in particular, one in which the rain continues over a long period of time. S' ere yours, Paul W. Nichols President Office:(90-4)246-3747 CRC-022365 IACKSBNVILLE'S IN-fllL 8NIl0ER! PAGE 1 gate: 12/09/2002 MANNING BUILDING SUPPLY LOG #: B0931A TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 16"/12 Customer: BESTCON HOMES Job Name: PLAN 2004 !"Address : 2440 South Beach Parkway Address : LOT 7 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KEN ---------------------------------------------------- --------------------------- Left � Right Qtyl Span I O.H. O.H. I Description -------------------------------------------------------------------------------- 1 11 ' 10"8 0 ' 0 ' F1 6 11 ' 10"8 0 ' 0 ' F2 1 814" 0 ' 0 ' F3 2 31911 0 ' 0 ' F4 IIS' 6 16 ' 3" 8 0 ' 0 ' F5 E® 1 15 ' 8" 0 ' 0 ' F6 A 1 13 ' 4"4 0 ' 0 ' F7 ^LS 5 10 ' 11"8 0 ' 0 ' F8 ** Hardware Floor ** X14 THA422 SY42 Hanger 2 SUR410R Face Mt 3 . 5/45 ' Skew R 3 HGUS412* 2-ply GPLam Hanger ** Beams ** 2 8 BM1 GPLAM 16" 2 18 BM2 GPLAM 16" 2 30 BM3 GPLAM 16" ------------------------------------------------------------------------------ 23 - Trusses 19 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks6 - # of Beams 0 - # of Rim Board ----------- ------- 23 - Total Trusses w r m TO BACK OF B3 GIR SECOND FLOOR DIMENSIONS TO BACK OF 04 GIR �- 14' —28'3" 13' -� 1. DO NOT CUT OR ALTER TRUSSES, UNLESS a T-�- --��-- APPROVED BY TRUSS OFFICE 3'4 3'48 2. VERIFY ALL SPANS AND AMOUNTS, AS __.BEAM 3TRUSSES WILL BE BUILT IN STRICT - ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED z m ¢ IN WRITING BY TRUSS PLANT MANAGER a M m m m I w Ln 4. APPROVED BY m u LL m LL c� z w NII a oN co APPROVAL DATE: Er ^ w o tri m E DEL. DATE 0 a ; �_. (i rr � � �� LL MANNING BLDG . SUPPLIES 9 z u' m ~'f' i LL O Ch Z N F4 11155 PHILLIPS PKWAY PH# 268-8225 cn w JAX. FLA. 32256 cv ----- r� LL LL t rl r —+— 16" DEEP SY42 FLOOR TRUSSES I CD j m JOB : B0931A i' CUSTOMER : BESTCON INC . co I I LOC : LOT 7 HIDDEN PARADISE �`y— --_"-- --_" DESIGNER : KEN PARKER L _ 9.4.18 J 32.3..8 —_ - �- 6'4 --�-�-�- --10 �- --9 6 —�--z �- -�- —12 '7"8 — -� SECOND FLOOR DIMENSIONS owl a u�* HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5, TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10)10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274q 134 (16) 16d (5) 10d+(7) 10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 186 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUR/L 314 239 179 96 (18) 16d (S) 10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST Q HU 11 2185 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 5472 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 1133 478 (56)16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10640 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 851 10640 875 (56)16d (36) 16 d 2 PLY LVL V HUC 412 6102 6801 310 (56) Ad (36) 16-d 2 PLY LVL W HGUS 5.25/12 953 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 953 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10) 10d (2) 10 d TRUSS ** UL2 H16 NA NA 160 (10)10d (2) 10 d TRUSS UW H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS ULA MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 1 O PLUS ULS UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 rRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS ADJUSTABLE 1T1 ?HANHAC TRUSS MANGERS ` . ' The THA426 and THA426-2 provide connectors for 24"floor trusses. ° m • m i The THA series'extra long straps allow full code nailing and can be "® ° field-formed to give top flange hanger convenience. ® " m MATERIAL:See table. ° FINISH:Galvanized ° INSTALLATION:•Use all specified fasteners.See General Notes. ° •With single 2x carrying members,use 10dx11/2"nails into the carrying member,and 10d or 16d commons into the carried ° member,and use 0.81 of the table value for 18 gauge,and 0.68 r ® H of the table value for 16 gauge. P C 13/4'for •Two different installation methods may be used: ® THAG422 2 c Maximum nailing—Install all face nails according to the table. 21/2 for L Nails used for the joist attachment must be driven at an angle so Y� THA422-2 c that they penetrate through the corner of the joist into the header. `W� 2q; ` ' THA426-2 / c Minimum nailing—For the THA29,the minimum nailing schedule THA29 �`tY requires the use of joist double shear nailing as detailed above, ,�1 and that the strap be field-formed over the header a minimum of 21/2".A minimum of four top and four face nails must be used. THAC422 THA m„ •For all models except the THA29,the minimum nailing schedule may be followed where ' double shear nailing is not possible,providede*I w h= 4Top Nails the strap is field-formed over the top of the 4x Nailer{ Y x> z header a minimum of 1'/2'for the THA213 and THA413,and 2"for all others,and a " minimum of four top and two face nails yyu, 2 are used.The joist double shear nailingFace tabs are easily straightened so that the k r. Nails , nails can be driven straight into the joist. CODES:SOCA,ICBO,SBCCI NER-209;City of L.A. RR 24949;Dade Co.,FL 98-0724.06. ' Typical THA Installation joist straight Nails Dome Double Shear Typical THA Nailing prevents Double Minimum Nailing tabs breaking off Shear Double Shear Configuration on (available on Nailing Nailing Top View a 4x Nailer some models) Side View U.S.Patent 4,480,941 (except THA29) Canada Patent 1,193,418 U.S.Patent 5,603,580 Dimensions Fasteners' Doug.,Fir-LarchfSouthem Pine Spruce-Pine-Fir Down Allowable.:Coadt. Allowable Loads Minimum Carried Model Ga Carrying Carried Avg UpIiRY Floor Snow Roof Uplift, Floor Snow Roaf, z Member wi' H+ C' TpembFace Stra9ber mbet I Slant UIt (160)& (10DF: (118)i`(125) (13 {100) (115) (125) o aAn+ MINIMUM NAILING—TOP FLANGE 2x4 THA29 18 1 9X, 5Y, 4-10d 4-10d — 4-10d 8167 750 2260 2310 2350 750 1740 1785 1815 a 2x6 THA213 18 1 13 5Y, 4-10d 2-10d 4 10dx1 Y, 5343 — 1615. 1615 1615 — 1280 1280 1260 N 2x6 THA218 18 1 17N, 5Y, 10d 2-10d 4-10dx1Y, 5343 — i6i5 1615 1615 — 1280 1280 1280 0 2 2X10 THA218-2 16 3y, 17% 8 4-16d 2-16d I 6-16dx2 — 15085 — 1635 1635 1635 — 1465 1465 1465 a (2)2x10 THA222-2 16 3y, 22 8 4-16d 2-16d 1 6-16dx2 — 5085 — 1635 1635 1635 — 1465 1465 1465 46 THA413 18 3 13N. 4y, 4-10d1 2-10d 4-10d — 5343 — 1615 1615 1615 — 1280 1280 1280 0 410 THA418 16 3 17 71 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 — 1465 1465 1465 G 410 THAC418 16 3Y. 17 T 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 — 1465 1 1465 1465 - 4x10 THA422 16 3 22 77/ 4-16d 2-16d 6 16d — 5085 — 1635 1635 1635 — 1465 1 1465 1465 _ MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 THA29 1 18 1 1 91Y,. 1 5Y. 116-10dl — 4-10d 8250 750 2125 1 2310 1 2350 750 1740 1 1785 1815 N 2x6 THA213 18 1 13 5 — 14-10d — 4-10d 7983 930 1795 1 1840 1870 780 1385 1 1425 1450 U 2x6 THA218 18 1 17N.1 5 — 18-10d — 4-10d 1 9120 930 1795 1 18401 1870 780 1 1385 1425 LIALO 2 2x10 THA218-2 16 1 3Y. 1 17W.1 8 1 116-16d — 6-16d 11500 1550 2830 3050 3050 1355 12385 2740 2820 12 (2)2x10 THA222-2 16 1 3Y. 22 8 — !22-16d — 6-16d 113067 1550 1 3510 1 35951 3650 1355 2705 2775 2820 46 THA413 18 3 1 4Y, 4-10d1 7983 930 1 1940 1 2235 2400 780 ' 1660 1910 2075 !Ap 410 THA418 1 16 3 17 7/1 — 16-16d1 — 6-16d111500 1550 1 2830 13050 3050 1355 12385 % 2740 1 2980 4x10 THAG418 16 3 17y, 71 — i16-16d I 6-16d111500 1550 2830 3050 3050 1355 ,2385 2740 2980 410 THA422 ! 16 1 TY 22 77 — 22-16d) — 6-16d113067 1550 3630 4090 4145 1355 3075 3145 i 3195 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3.Roof loads are 125%of floor loads unless limited by other criteria.Floor loads may be adjusted 2.Uplift has been increased 33%and 60%for earthquake or wind loading with for load durations according to the code,provided they do not exceed those in the roof column. no further increase allowed;reduce for other load conditions as required by code. 4.160%uplift load for THA422-2 and THAC422-2 is 2060 lbs. 60 SUR/SULMSURMSUL HAN`�RS5° aw Standardized 45°skewed hangers,angled slots direct nails to allow proper installation. <' MATERIAL:SUR and SUL-16 gauge;HSUR and HSUL-14 gaugeAsk c FINISH:Galvanized s h ' j INSTALLATION:•Use all specified fasteners.See General Notes. •These hangers will normally accommodate a 40°to 50°skew. •Illustration shows left and right skews SUR/L(SUR=skewed right;SUL=skewed left). -The joist end may be square cut or bevel cut. •Web stiffeners required for 1-joist application. Typical SUR ( B OPTIONS:•Available with the A2 flange turned in on the 2-2x and 4x models only Installation (see illustration). with Square Cut •To order,add"C(for concealed)to the product name. Joist (HSUR similar) f •For example,specify HSURC46,HSULC46,SURC46,or SULC46. 45°, CODES: ICBG 5117 and 5357;City of L.A. RR 24947(SUR/Q. `AlJ - A2 � r a i �A1 ® 0 A z ,l 0 0 45 O p. Typical SUL Installation HSULC with Square Cut Joist Available for 2-2x (HSUL similar) SUL HSUR and 4x models only Dimensions Fasteners Allowable Loads OF/SP Species Header SPF Species Header Joist Model Uplift Uplift Roof Roof Size No. W H 0 At Az Face Joist (133) (160) Floor Floor (100) (115) (125) (1001 (115) (125) 2x4 SUR/L24 1% 3y 2 1y ij 4-16d 4-10dxiy 450 450 530 610 665 460 530 575 2x6,8 SUR/1-26 18/18 5 2 1y 1% 6-16d 6-10dxiy 720 765 800 960 1000 690 795 860 1Y2x19%-12 SUR/1-210 1X8 BY, 2 1y 1X8 10-16d 10-10dxiy, 1200 1250 1330 1530 1660 1150 1320 1440 f 1yx10-16 SUR/L214 1% 10 2 iy 1X8 12-16d 12-10dx1y, 1440 1730 1595 1835 1995 1380 1585 1725 =' 2 x 9y4-14 SUR/1-310 2% 81% 2X8 1 y 2 14-16d 6-10dx1 y 720 765 1860 2140 2330 1610 1785 1785 ! 2 X14-20 SUR/1-314 2Xe 13 2% 1y 2 18-16d 8-10dxly 960 1150 2395 2500 2500 1795 1795 1795 Z (2)2x6,8 SUR/L26-2 3X 4+X8 2% iy, 2X8 8-16d 4.16dx2y 710 815 1065 1225 1330 920 1005 1005 so (2)2x6,8 HSUR/1-26-2 3% 4'X8 2/e iy 2Xe 12-16d 4-16dx2y 715 815 1610 1850 2000 1390 1600 1740 CD 2-2x9y4 14 SUR/1-210-2 3y 81Xe 2;/, 1 y, 2X8 14-16d 6-16dx2y 1065 1275 1860 2140 2330 1610 1850 2010 z s 2-2x9 -14 HSUR/1-210-2. 3y 81X8 2% 1y, 2X8 20-16d 6-16dx2y 1070 1285 2680 3080 3350 2320 2670 2900 0 2-2x14-20 SUR/L214-2 3Ys 12X8 2'.fe 1 y, 2X8 18-16d 8-16dx2y 1430 1700 2395 2500 2500 1795 1795 1795 a 2-2x14-20 HSUR/L214-2 3y 121X8 2n�/1e 1y, 2X8 26-16d 8-16dx2y, 1430 1715 3485 4005 4355 3015 3470 3770 1 4x6,8 SUR/1-46 3816 43/4 21% 1 2X8 8-16d 4-16d 710 815 1065 1225 1330 920 1005 1005 - 4x6,8 HSUR/1-46 39;8 43/4 2'/e 1 2Xe 12-16d 4-16d 715 815 1610 1850 2000 1390 1600 1740 - a 0 3 x 9 14 SUR/1-410 39 8 8y 2'X18 1 2Xe 14-16d 6-16d 1065 1275 1860 2140 2330 1610 1850 2010 0 3 x 9,v,-14 HSUR/L410 3% 8y 2+/8 1 2Xe 20-16d 6-16d 1070 1285 2680 3080 3350 2320 2670 2900 U OO 3 x1220 SUR/1-414 3% 12y 2/18 1 2Xe 18-16d 8-16d 1420 1700 2395 2500 2500 1795 1795 1795 N 3 x12 4-20 HSUR/1-414 3%6 12y 27% 1 2Xe 26-16d 8-16d 1430 1715 13485 4005 4355 3015 3470 3770 1.Uplift loads have been increased by 33%and 60%for earthquake 2.Roof loads are 125%of floor loads unless limited by other criteria. or wind loading with no further increase allowed;reduce for Floor loads may be adjusted for other load durations according to other load conditions as required by code. the code,provided they do not exceed those in the roof column. 1a► Jim '1 i i 61 i > www.U5F connectory.com e-mail: info@USPconnectors.com Plated Truss Hangers Heavy-Duty Truss Hangers — THDH series aMaterials: 12 gauge Finish: G60 galvanizing Codes: ICBO 5441, SBCCI 9851 A, BOCA 98-15, L.A. City RR25361 Patents: #5,217,317 J r� Installation: • Use all specified fasteners. 5ee General Notes, page 5. •The dimple nail guides on the THDH models allow 45°nailing. Drive joist nails into dirrole guides at 45°to achieve listed loads. a See ANSI/TPI section for truss chord applications: pages 133-135 for EWP applications 21/2"„ Dimensions Fastener Scheduler Allowable Loads (Lbs.) USP Steel Floor Roof U lift, pm Joist 1 Truss SizeStock No. Ref.No. Gauge W H Header Truss 100% 1155 1 125% 133% 160% r'" °°° al 3.1/4 x 9-1/2 THOH3210 HGUS3.25/10 12 3-1/4 9-318 (46)16d (12)16d 7910 8260 8260 3490 3490 ;°�°° 3-114 x 10-5/8 THOH3212 HGUS3.25112 12 3-114 10-518 (56)16d (14)16d 9475 10895 11840 4790 5750 °°aOPP ° G (2)2 x 6-8 THDH26-2 HGUS26-2 12 3-7116 5-318 (20)16d (8)16d 3765 4330 4710 2235 2235 �00 e H '0000 (2)2 x 8-10 THOH28-2 HGUS28.2 12 3-7/16 7-118 (36)16d (10)16d 6260 7200 7825 2665 2565 ' C e� (2)2 x 10-12 THOH210-2 HGUS210 2 12 3-7/16 9.118 (46)16d (12)16d 7910 8260 8260 3490 3490 I k ,top4 x 6-8 THOH46 HGUS46 12 3-9/16 5-318 (20)16d (8)16d 3765 4330 47?0 2235 2235 4" �� / W 4 x 8-10 THDH48 HGUS48 12 3.9/16 7-1/8 (36)16d (10)16d 6260 7200 7825 2665 2665 a 4 x 10.12 THDH410 HGUS410 12 3-9/16 9-1/8 (46)16d (12)16d 7910 8260 8260 3490 3490 we, 4 x 12.14 THOH412 HGUS412 12 3-9/16 10-112 (56)16d (14)16d 9475 10895 1120047M 5750 THDH 4 x 14-16 THOH414 HGUS414 12 3-9116 12.1/4 (66)16d (16)16d 10990 11325 11550 5475 6570 ►' (3)2 x 6-8 THDH26-3 HGUS26-3 12 5.1/8 5-318 (20)16d (8)16d 3765 4330 4710 2235 2235 (3)2 x 8-10 THDH28-3 HGUS28-3 12 5-1/8 7-118 (36)16d (10)16d 6260 7200 7825 2665 2665 (3)2 x 10-12 THDH210-3 HGUS210-3 12 1 5.1/8 9.118 (46)16d (12)16d 7910 8260 8260 3490 3490 (3)2 x 12-14 THOH212-3 HGUS212-3 12 5.118 10-112 (56)16d (14)16d 9475 10895 11840 4790 5750 (3)2 x 14-16 THOH214-3 HGUS214-3 12 5.1/8 12-114 (66)16d (16)16d 11105 11840 11840 5475 6570 5.1/4 x 9.1/8 THOH5210 HGUS5.25110 12 5-114 9.114 (46)16d (12)16d 7910 8260 8260 3490 3490 5-1/4 x 10.314 THOH5212 HGUS5.25112 12 5-114 10-314 (56)16d (14)16d 9475 10895 11840 4790 5750 6 x 10.12 THOH610 HGUS5.50110 12 5.112 9 (46)16d (12)16d 7840 9015 9800 4105 4930 6 x 12.14 THDH612 HGUS5.50/12 12 5.1/2 10-112 (56)16d (14)16d 9475 10895 11840 4790 5750 6 x 14-16 THOH614 HGUS5.50114 12 5-1/2 12-112 (66)16d (16)16d 11105 11840 11840 5475 6570 7-114 x 9.1/4-14 THOH7210 HGUS7.25/10 12 7-114 9 (46)16d (12)16d 7840 9015 98W 4105 4930 I Pill, 7-114 x 11-114.16 THOH7212 HGUS7.25112 12 7.114 10.1/2 (56)16d (14)16d 9475 10895 11640 4790 5750 Typical THDH double 7-114 x 14.18 THDH7214 HGUS7.25114 12 7.114 12.1/4 (66)164 (16)164 11105 11840 11840 5475 6570 shear installation 1)Uplift loads have been increased 33-1/3%or 60%for wind or seismic loads;no further increase shall be permitted. 01 2)Joist nails need to be tae nailed at 45'to achieve allowable loads shown. 3)Minimum nail penetration shall be 1-15116-for 16d nails. Specialty Options — refer to Specialty Options section for additional details. Option Skswedu Sloped Sesta Sloped 1 Skewed,-u Range 1'to 45' 1'to 45' skew 1'to 45' sloped 1'to 45' Allowable 85%of table load. 52%of table load. 52%of table load. oil, Loads Ordering Add SK.angle required, Add SL,slope required, See sloped and skewed. ` Drive joist nails and right(R)or left(L), and up(U)or down(D), Ex.THDH410-SK45RSL301) R\�_// into header at to product number. to product number. 45°t0 achieve listed loads.. Ex.THDH41MK45R Ex,7HDH410-SL300 Z 1)Skewed hangers with skews greater than 15°may have all joist nailing on outside flange. 2)Sloped or sloped/skewed hangers with slopes greater than 15°may have additional joist nails. 3)All sloped,skewed or combinations require bevel cut on joist in all applications. D Copyright 2000 Untied Steel Products Company USP7e9-od1 137 4 Dec 2002 3:46 pm MANNING BUILDING SUPPLIES Ken Parker 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0931A.FBD BESTCON INC LOT 76 HIDDEN PARADIS Mark# : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 8' 0" LOADS Project Design Loads:Floor.Live=40 psf,Dead--15 psf, Roof.'Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101. 8-0" 14 0"s.c.-CRY F7 FLOOR 2 Uniform(plf) 110 0 100% 0 010" 8-0" WALL 3 Span Carried(psf) 42 30 125% 0 010.1 80" 260"s.c.-CRY H8 ROOF Uniform(plf) 15 0 0 0 60.1 Self Weight `Dimensions measured from left end when span#is 0, otherwise,from left end of the specdied span. SUPPORTS(lbs) 1 2 Max R'n 4222 4222 Max 100% 1120 1120 Max 125% 1560 1560 Min R'n 1542 1542 Min 100% 1120 1120 Min 125% 1560 1560 DL R'n 1542 1542 Min Brg(in.) 2.14 2.14 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2661 1 0'2" 71 13300 125% 0.20 M(ft4bs) 8445 1 40.. 71 44445 125% 0.19 LtRn(lbs) 4222 0 0.0.. 71 6921 100% 0.61 See Note#5 RtRn(lbs) 4222 0 go.. 71 6921 100% 0.61 See Note#5 LLDefl(in.) 0.04 1 4'0" 71 0.27 U2682 TLDefI(in.) 0.06 1 4'0" 71 0.40 U1702 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. so 10.Nail plies together with 18d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+116%,70=D+100•/+125% ,80=D+100%+133%, 90=D+100%+116%+133%./2,100=D+100%+115"+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattem number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES Ken Parker 4 Dec 2002 3:47 pm 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTSeamO Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0931A.FBD BESTCON INC LOT 76 HIDDEN PARADIS Mark# : BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi S 16'4" - LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf Roof..,Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start QEnd O_Start 0_End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 gal 16'4!' 8'4"s.c.-7' END JACK 2 Uniform(plf) 110 0 100% 0 gal 1614, WALL Uniform(plf) 15 0 0 0 1614, Self Weight "Dimensions measured from left end when span#is 0 otherwise from IeR end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2447 2447 Max 125% 1021 1021 Min R'n 1426 1426 Min 125% 1021 1021 DL R'n 1426 1426 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Bra Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2003 1 0'2" 41 13300 125% 0.15 M(ft4bs) 9990 1 8-2" 41 44445 125% 0.22 LtRn(lbs) 2447 0 0'0" 41 6921 100% 0.35 See Note#5 RtRn(lbs) 2447 0 16 4" 41 6921 100% 0.35 See Note#5 LLDefl(in.) 0.09 1 62" 41 0.54 U2186 TLDefl(in) 0.21 1 8-2" 41 0.82 U912 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verHled by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. b.This reaction Is based on the combination of loads B duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'secdon above. 6.Bearing length based on design material,support material capacity shall be veriNed(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed Por commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+1000%+115%+133%/2, 100=D+100%+115Y912+133%, 110=D+Commercial Ld(100%) 14 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES Ken Parker 4 Dec 2002 3:55 pm 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTSeamO Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0931A.FBD BESTCON INC LOT 76 HIDDEN PARADIS Mark#: BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= 0240 Composite Action : No 3.5", 565 psi psi LOADS Project Design Loads:Floor live=40 psf,Dead=15 psf Roof.'Live=30 psi,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape O-Start (-End @Start O-End Span# Starts Ends Additional Info s„ 1 Span Carried(psf) 55 40 100% 0 0'0" 12'0" 11'0"s.c.-CRY F8 FLOOR 2 Span Carried(psf) 55 40 100% 0 12'0" 30'0 1/2" 16 4"s.c.-CRY F5 FLOOR 3 Uniform(plf) 110 0 100% 0 0'0" 30'0 1/2" WALL 4 Span Carried(psf) 42 30 125% 0 0'9' 30'0 1/2" 16 4"s.c.-CRY G7 ROOF 5 Span Carried(psf) 42 30 125% 0 0'0" 30'0 10 3'4"s.c.-CRY C1 ROOF 6 Concentrated(lbs) 1928 1402 100% 0 991 CRY F9 FLOOR 7 Concentrated(lbs) 2447 1780 100% 0 263" CRY BM2 Uniform(plf) 15 0 0 0 30'0 11T Self Weight Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. LOAD PATTERNS r=span loaded) 1 2 3 4 2 " 3 4 5 6 SUPPORTS(lbs) 1 2 3 4 5 Max R'n 2837 4382 9289 12693 5701 Max 100% 1467 1626 2840 4460 2725 Max 125% 533 1580 3148 3626 1229 Min R'n 595 1122 3300 4607 1264 Min 100% -108 84 200 2102 -249 Min 125% -134 -54 554 1628 -233 DL R'n 837 1176 3300 4607 1746 Min Brg(in.) 1.50 3.00 4.70 4.84 2.88 [Based on bearing stress below] Bra Str(psi) 565 565 565 750 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 4741 4 1'T' 76 13300 125% 0.36 M(ft4bs) 12565 3 12-0" 76 44445 125% 0.28 LtRn(lbs) 2837 0 0'0" 72 6921 100% 0.41 See Note#5 RtRn(lbs) 5701 0 30'1" 73 6921 100% 0.82 See Note#5 IntRn(lbs) 12693 0 20'9" 76 14438 100% 0.88 See Note#5 LLDefl(in.) 0.00 1 1-8" 72 0.11 U10993 TLDefl(in.) 0.01 1 i.e. 72 0.17 07545 LLDefl(in.) 0.01 2 2'8" 73 0.18 U8962 TLDefl(in.) 0.01 2 2'8" 73 0.27 U8364 LLDefl(in.) 0.07 3 fi 0" 72 0.40 01945 TLDefl(in.) 0.11 3 6o.. 72 0.60 01342 LLDefl(in.) 0.06 4 4'8" 73 0.31 01941 TLDefl(in.) 0.08 4 4'8" 73 0.46 01420 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Speclflcadons for Wood Construction and applicable Approvals or Research Reports. ow 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression P MANNING BUILDING SUPPLIES Ken Parker 4 Dec 2002 3:55 pm 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTSeamO Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. b.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'sectlon above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. ' 8.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=A 20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12,100=D+100%+115Y./2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL) Op a" a (B093la-PLAN 2004 - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Deflection estimate assumes composite action with single layer Bot chord 4x2 SP #2 N of the appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Truss designed to support up to a 2x6 load bearing wall above TC From 378 PLF at 0.12 to 378 PLF at 11.75 plus up to 24" of floor load. Vertical webs shall not exceed BC From 10 PLF at 0.00 to 10 PLF at 11.88 spacing of wall studs above. See DWG GBLSY42AO699 or GBLSY42BO699 for gable details. 3X3sa 1.5X4(R) 1.5X4(R) = 3X3 w _F T 1 0-8 1-0-8 1 4 0 8-1-2 2X4111 3X3= 3X3= 2X4111 �—-- 11-10-8 Over Continuous Support _1 R=380 PLF W=11-10-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale =.375" Ft. "WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R 1 5 1--9 1 5 1 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PL ATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEU, TOP CHORD SHALL HAVE PROPERLY ATTACHED �►M ~~� T C D L 1 0.0 P S F DATE 12/05/02 STRUCTURAL 'AN[LS, BOTTOM GH OR SHALL HA4E 0. PROPERLY ATTACHED RIGID CEILING. • 1. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINECRED v •.'�/ BC DL 5.0 PSF DRW HCUSR151 02339114 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA TO l• •�� r••�y BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO t S �•S B C L L O.O P S F H C-E N G M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN SPECIE ICATION FUBLI SHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. At.PINE 82 _ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TC, s.p�• t T 0 T.L D. 55.0 P S F S E O N - 24655 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S� OF �Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '91,*' �tl D U R,FAC. 1 .00 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 49 '• ORtO,. CC Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0ecT A ENG SPACING SEE ABOVE JREF 1RYA151_Z13 FL Certificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. (B093la-PLAN 2004 F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top Chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. 4-11-4 � 2411�! 4-11-4 � 13.P88" Typ. 3X5 --� 1.5X4(R) 1.5X4(R) 3X3 m 3X3 3a 3X3 m 3X3 w 3x5 + 1 0-8 + 1-0-8 1-4-0 RJI--2 E 3X5 3X3 1.5X4111 1.5X4111 3X5 2 X 4 III 3X3 2 X 4 III = 11-10-8 Over 2 Supports '1 R-641 W=3.5" R=641 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T(, L L 40.0 P S F R E F R 1 5 1--9 1 5 1 8 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIU DR., SUITE 200, MAD ISO N. WI 53719), FOR SAFETY PRACTICES PR OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1�w�/�/,/`� TC OL 10.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. vF`•• •.•,4 BC DL 5•0 PSF DRW HCUSR151 02339115 `IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �.•j •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA1'_URE TO .01 .4l•,�j ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTAL:iNG AND BRACING OF,TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR UVISIONS OF NDS (N ATI0NAL DESIGN * t* BC L L 0.0 P S F H C-E N G M N M/MM A SPECIFICATON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i} CONNECTORS ARE MADE OF 2OGA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO fli iQ TOT.L D. 55.0 P S F S E A N - 24657 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE ON THIS DESIGN, POSITION C,ONNEC7ORS PER Alpine Engineered Products,Inc. RESPONSIBILIITY SOLELYAWINGS 0 A Z. TFOR HE STHE TRUSS EAL ON I COMPONENT DESIGN S DRAWING TSHOWNES A �EPTATHE SUITABILITY UAND USE ENGINEERING THIS S�lr••f oflot' D U R.FAC• 1.00 FR0M K E N Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR DUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec`8AB0ENG SPACING 24.0" JREF - 1RYA151_Z13 FL Certificate of AuthorizationH567 ANS"TP1 I-1995 SECTION 2. (B093la-PLAN 2004 - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Deflection estimate assumes composite action with single layer Bot chord 4x2 SP #2 N of the appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. 3-2-0 � 24_ � 3-2-0 _I 11. 6� 7" Typ. 3X3'=—� 3X3= 1.5X4(R) so 30= 1.5X4 III 1.5X4111 3X5 1-0-8 1-4-0 1-4-0 —�— +8-1-2 3X3- 3X3- 3X3= 3X3- 2 X 4 III 2 X 4 III ----8-4-0 Over 2 Supports--- R=446 W=3.5" R=459 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale =.375" Ft. **WARNING* *REFERR TO HIB 91 (HANDLING INSTALLNINGAND BRACING)HANDLING,PUBLISHEDHBYP TPI INSTALLING PLATED TC LL 40.0 PSF REF 8151--91519 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORM INf, THESE FUNC 7IUNS. UNLESS UTHERN[SE INDICATED, TOP CHORD SHALL HAVE PROP E R L Y ATTACHED ~ TC DL 10.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v` :r� BC DL 5.0 PSF DRW HCUSR151 02339116 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH15 DCS IGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •••••••• p ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f S B C LL 0.0 P S F HC-ENG M N M/M MA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : t CONNECTORS ARE 92 MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO ii T 0 T.L D. 5 5.0 P S F S E A N - 24659 k� OF EACH FACE OF TRUSS, AND ONL[SS OTHERWISE LDC ATED ON THIS DESIGN, POSITION CONNECTORS PER = Q' P. g DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C •,/C�np,OP:• D U R.FAC. 1.O O FROM K E N AI me En ineered Products,InC. RESPONS[BIL ITY SOLELY FOR THE TRUSS f.OMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS i VIl ti I-1a1112S City,F1. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER De 1- q(d®ENG` SPACING 24.0" JREF - 1RYA151_Z13 FL Certificate of Authorization#567 ANSIJTPI 1-1995 SECTION 2. (80931a-PLAN 2004 F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Deflection estimate assumes composite action with single layer Bot chord 4x2 SP #2 N of the appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 1 ' Type. i 3X3--'j 1.5 X 4(R) 1.5X4(R) = 3X3= 1.5X4111 —�— _F _F I 1-0-8 1-0-8 1-4-0 If 8-1-2 3X3= 2X4111 3X5= �3-9-0 Over 2 Supports R=194 W=3.5" R=194 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale =.375" Ft. WAR TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 40.0 P S F R E F R151—-91520 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53X9), FOR SAFETY PRACTICES PRIOR TO r1'4 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED J{�G�'" \ ud^r T C D L 10.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSRI5I 02339117 ;PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOQ'•••••••r�'. .► L� BUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ♦ 2 B C L L 0.0 P S F HC-ENG M N M/MMA A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF 1_4 f ♦ d =+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 Gft40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9Ql TOT.L D. 55.0 P S F S E Q N - 24661 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIROFESSIONAL ON CONNECTORS PER a/ Alpine Engineered Products,Inc. RESPONSIB I6 DI TY SOL ELYT FOR HE STHE TR USSEAL ON IC OMVONE NT DE AWING I DS[GNTSHOWWES AC CEPTANHE CE OSU ITABILITY AND UNEIOF ERHNS �s�s;�1 QR.. \-`� DIIn F A C 1.00 F R 0 M K E N Flaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Deci R ENS,.• SPACING 2 4.0" J R E F 1 RYA 1 5 1_Z 1 3 FLCertifi,teofAuthorization#567 ANS"TPI I-1995 SECTION 2. w��. � (B093la-PLAN 2004 F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER— SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 6-1-12 I 24" B-1-1' 13. 2�3 1" Typ. 3X3= 1.5X4(R) 5X5= 3X5 3X3- 1.5X4111 1.5X4111 3X3 an 3X3 4X4= 1-4-0 + _F 1-0-8 1-0-8 0 8-1-2 2X4111 4X4- 3X3- 3X3= 3X3- 3X3= 3X355 4X4= 2 X 4 III Lr 16-3-8 Over 2 Supports J R=896 R=883 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL - 3 R - Scale =.375" Ft. `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F 8 1 5 1--9 1 5 2 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1) DN0FRIO DR., SUITE 200, MAD1$ON, WI 53719), fOR SAFETY PRACTICES PRI DR TO �.MM��•M. T C D L 10.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS UTHERW[SE INDICATED, TOP CHORD SHALL MAYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F _ "'IMP)RTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j' B C D L 5.0 P S F D R W HCUSR151 02339118 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ::`�• •••• ;��j BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND tt! / ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE of 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 17 •¢. T 0 T.L D. 55.0 P S F S E Q N - 24663 EACH FACE OF TRUSS, AND UNLESS OTHERWISE Of LOGAT EO ON THIS DESIGN, POSITION CONNECTORS PER iyC('Y.• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1 C�%..Pl OR COQ:j ti� D U R.FAC. 1.00 FROM K E N Alpine Engineered 3384lS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS De R EN S P A C I N G 2 4.0" J R E F - 1 RYA 1 5 1_Z 1 3 Hames CLty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER G FL Certificate of Authorization#567 ANSI/TPI 1-199, SECT1oN 2. (80931a-PLAN 2004 - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS, 6'1'12 I 2d�� A _I 14.29( 2" Tp. 5X5- 3X3- 3X3- 1.5X4111 30 . 3X3- 3X3- 3X6- TT T 1 4-0 1-4-0 1-4-0 ;Lx +8-14 2 _L .–I 2X4111 4X4= 3X3m 3X3- 1.5X4111 3X3= 3X3= 3X6- 2X4111 fF 15-8-0 Over 2 Supports J R=862 R=862 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R 1 5 1--9 1 5 2 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, HAD WI 53719), FOR SAFETY PRACTICES PRIOR TO1r PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED n�� ( I B C D L 5.0 P S F D R W HCUSR151 02339119 PRODUCT INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE IGN; ANY FAILURE TO : �`••••••'Vr�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L 0.0 P S F H C-E N G M N M M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLICA8 IF PROVISIONS OF NDS (NATIONAL DESIGN g 84 / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNIA CHECTORS ARE MADE OF 20GA ASTM A113 OR40 GALV. STEEL, EXCEPT AS NOTED.ION C APPLY CONNECTORS 10 6 p'. '=``IQI�� T 0 T.L D. 55.0 P S F S E A N - 24665 DRS PER SP I. ARZ SS, ATHEUNE A�SONTT HRWIDR AW INSE IF OC IN 0I CATE SED ON S ACCEPTANCEOOF TPftOFESSNON AOLR ENGINEERING tTC��.;� P'•�/v =ls+ , Op10.r DUR.FAC. 1.00 FROM KEN AIp111C E'ngItICCI'P.d PIOd11CtS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABILITV AND USE OF THIS Q c V` Il fines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE DO TOINO DESIGNER, PER D E C ? [„� SPACING 2 4.0" J R E F - 1 RYA 1 5 1_Z13 FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (B093la-PLAN 2004 F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 6-1-12 24" 1 13 8� 5" Typ. 3X5= 3X3= 3X3= 1.5X4 111 3X3= 3X3= 3X5= T T T 1 4-0 1-14-0 1-4-0 + +8-1-2 2X4111 3X5= 3X3= 3X3- 1.5X4111 3X3= 3X5= 2X4111 < ; 01 13-4-4 Over 2 Supports R=734 R=734 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale ®.375" Ft. *B RACING."WARNING— TRUSSES TO HIB-91REQUIRE(HANDLINB INSTALCARE LING AND BRAUCING)HANDLING,PUBISHED BYPT I INSTALLING PLATEE TC LL 40.0 PSF REF R151--91523 INSTITUTE, 583 1'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V4 w� TC DL 10.0 P S F DATE 12/05/02 SIR UC AL Uft AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NEERFD 'Aj�r�••�r��A BC DL 5.0 PSF DR W HCUSRI5I 02339I20 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO c`rPP P ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; UA FABRICATING, HANDLING. SNIPPING, INSTALLING AND }v BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ♦ i BC LL 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS IO s 3� S`T Q TOT.L D 55.0 P S F S E A N - 24667 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/n�-..... ��v D U R FAC. 1.00 FR0M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS De R �2NG� SPACING 2 4.0" J R E F 1 RYA 1 5 1_Z 1 3 Ha1nCS City,FL 33$4 COMPONENT FOR ANY PARTICULAR BUILDINf, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �T FL Certificate ofAuthoriZation#567 ANS]/TPI 1-1995 SECTION 2. (B093la-PLAN 2004 F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 6_1=12 _ _1 24 � 2-9-12 1385� Typ. �--- 1.5 X 4(R) a 3X5 am 3X3a 3X3= 1.5X4 III 3X39 3X3m 1-4-0 1-4-0 I 1 0-8 -_L 8-1-2 2X4111 3X3= 3X3m 3X3m 1.5X4 III 3X3 an r 2 X 4 III IQ 10-11-8 Over 2 Supports -- d R=603 R=603 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale 9.375" Ft. **WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F 8 1 5 1--9 1 5 2 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDU. T C D L 10.0 P S F DATE 12/05/02 STR UC7URAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ACHED RIGiD CEILING. **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTft AC TOR. ALPINE ENGINEERED *,L '•,�AA BC DL 5.0 PSF DRW HCUSR151 02339121 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��`.` BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND .G B C L L O.O P S F HC-ENG M N M/MMA A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = ¢ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i p i TOT.L D. 55.0 P S F S E A N - 24669 EOF ACH FACE OF TRUSS, AND UNLESS 07HERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ILt� ORA 160 A-2. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C/S:f�0RIQP:�� D U R.FAC. 1.00 F ROM K E N Alpine Engineered Products,Inc. RESPO NSIB[L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. ME $UI TAB LLITY AND USE OF THIS S Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BU II DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c}� fR@®ENG\ SPACING 24.0" J R E F - 1 RYA 1 5 1_Z 1 3 FLCertific teofAuthorizationN567 .11/TPI 1-1995 SECTION 2. TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I q CONTINUOUS TO FOUNDATION. ABOUT ' X24" MANX '24" MANX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 10 PLF) I I I I 2STUD WALL (1 0 0" ROOFSPANWI H NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 W=3X4 - OR 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DURATION, OR 55 PSF AT 1.33 DURATION LENGTH AS REQUIRED DRAG LOADS MUST BE TRANSFERRED AND CARRIED — BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SP #1 SYS 1m EM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1162 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 16OZ FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUTI 16" 16" 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION i OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY ATTACHED STRUCTURAL PANELS. To BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275 ■-WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOORIGABLEINSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FORSAFETY PRACTICES PRIOR TO PERFORMING THSE FUNCTIONS. UNLESS OTHERWISE INDICATED, ' C DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '1=-IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �' ••••..• C DL 5.0 PSF DRWG GBLSY42A ALPINE DESIGN; ANENGINEEREY FAIIDLURESTONBUILDC. ATHELL OTRUSS ST BE EINOCONBFORMANCE WITHLE FOR ANY ETPI; OR FABRICATVIATION FROM ING, 3� �c.��IFIC9 LL 0.0 PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH j APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE �! 'f W dTi AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA * LD. 55.0 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF =A: ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS• STATE OF POMPANO BEACH.FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL •(�1 •.•'h P�• R. FAC. 1.00 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 'qhs -toRI�: RESPONSIBILI TYDOFSTHEI BUILDING DEO IGNER,OPER HANSI PARTICULAR IL1995 USECTION12 THE '•••ENG PACING SEE ABOVE TOP CHORD 4X2 SO. PINE #2, DFL 02, OR HF #1 SYSTEM42 FLOOR GABL�I BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SYMM ABOUT1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 2X 2 8S ( 8 0" ROOF SPAN 110 PLF) 1WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 I 1.5X4 1.5X4 1.5X4 1.5X4 1..5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION ( W=3X4 OR 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 777-7-7 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF 01 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT) 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION =3X4 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MA}( MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE _t I I I I =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275B *.WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL 40.0 PSF REF SY42 FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y► HAVE A PROPERLY ATTACHED RIGID CEILING. fr C DL 5.0 PSF DRWG GBLSY42B0699 ■+IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �I�I q N&471 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •C' ' DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, t J•G LL O.O PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GALT * 't F. LD. 55.0 PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STAlf OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ��/s�:;rC 0Ro'hi� R. FAC. 1.00 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ED EN�� SPACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Pp PAGE 1 Date : 12/09/2002 MANNING BUILDING SUPPLY LOG #: B0931 TRUSS DIVISION JOB #: JACKSONVILLE lesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name: PLAN 2004 pAddress : 2440 South Beach Parkway Address: LOT 7 HIDDEN PARADISE Jacksonville Bch, FL. 32250 resigner: KEN -------------------------------------------------------------------------------- tyl Span I Left I O.H.OO .H. I Description -------------------------------------------------------------------------------- '" 1 13 ' 4" 114" 11411 Al 2 13 , 4" 114" 114" A2 3 13 ' 4" 0 ' 0 ' A3 1 14 ' 8" 114" 114" B1 6 14' 8" 1 ' 4" 0 ' B2 1 14' 8" 114" 0 ' B3 2-PLY 12 3 ' 4" 114" 0 ' C1 1 20 ' 114" 114" Dl 4 20 ' 11411 11411 D2 Isprt 1 20 ' 1 '411 0 ' D3 S�1 1 20 ' 114" 0 ' D4 2-PLY 1 818" 114" 1 ' 4" El 1 818" 0 ' 0 ' E2 2 7 ' 11"8 0 ' 0 ' E3 1 7 ' 11118 0 ' 0 ' E4 1 7' 11"7 0 ' 0 ' E5 1 7 ' 11117 0 ' 0 ' E6 1 7 ' 11117 0 ' 0 ' E7 1 11 ' 11" 114" 1' 4" F1 1 11 ' 11" 114" 0 ' F2 4 11' 11" 1 ' 4" 0 ' F3 1 11 ' 11" 1 '4" 0 ' F4 1 11 ' 3"8 114" 114" G1 2 11' 3"8 114" 114" G2 1 13 ' 0"4 114" 0 ' G3 1 15 ' 3" 15 1 '4" 0 ' G4 1 16 ' 1" 114" 0 ' G5 1 16 ' 1" 10411 0 ' G6 1 16' 1" 114" 0 ' G7 1 16 ' 1" 114" 0 ' G8 1 16 ' 1" 114" 0 ' G9 1 14' 4"9 0 ' 0 ' G10 2-PLY 1 22 ' 6" 0 ' 0 ' H1 6 22 ' 6" 0 ' 0 ' H2 1 25 ' 10"7 0 ' 0 ' H3 1 25 ' 10117 1 '4" l 0 ' H4 1 25 ' 10117 1 '4"1 0 ' H5 1 25 ' 10117 1 '4" 1 0 ' H6 1 24 ' 3" 14 1 ' 4"l 0 ' H7 1 22 ' 7111 114"1 0 ' H8 1 9 ' 10" 13 1 ' 10" 1 0 9 ' 10" H/J 2 7 ' 0" 14 1110" 1 0 ' 7 ' 0" 14 H/J 2 2 ' 9" 15 1 ' 10" 1 0 ' 2 ' 9" 15 H/J 5 7 ' 114" 0 ' 7 ' E/J 2 5 ' 1 ' 4" 0 ' 5 ' E/J 2 5 ' 114" 0 ' 5 ' C/J 6 3 ' 11411 0 ' 3 ' C/J 9 2 ' 114" 0 ' 2 ' E/J 10 1 ' 114" 0 ' 1 ' C/J ** Hardware Roof ** ' 33 A HUS26 1-ply Truss Hanger ** Beams ** 2 22 BM4 GPLAM 18" ------------------------------------------------------------------------------- 75 - Trusses 33 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 39 - Jacks 2 - # of Beams 0 - # of Rim Board -------------------- 114 - Total Trusses SECOND FLOOR DIMENSIONS 14'9 --- 28'3"— T 4' 1. DO NOT CUT OR ALTER TRUSSES, UNLESS 14' 13' APPROVED BY TRUSS OFFICE TO BACK B3 GIR TO BACK OF D4 GIR 2. VERIFY ALL SPANS AND AMOUNTS, AS L3 13 11 1414" 5'8" 1 34' 1 TRUSSES WILL BE BUILT IN STRICT L T T T ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 3'"�B —T I — — I 3'4� .e 4APPROVED BY 1-J41 i t m m APPROVAL DATE: m m - - cu m n cfl \ Is m I DEL. DATE z �. 0 0 C7 C7 0 U' [� (� w to I m o � � � N MANNING BLDG . SUPPLIES - 7' o o I = 11155 PHILLIPS PKWAY PH# 268-8225 o JAX. FLA. 32256 M L44I Lu 7 H8 I I o N H7 I 1Ti 0 8/12 PITCH 16" OH SO/CUT (� H6 - - - - -- —— c H5 r i m I — H4 I _ m JOB : BO931 E- H �a� N CUSTOMER : BESTCON INC m "i LOC - LOT 7 HIDDEN PARADISE DESIGNER : KEN PARKER- --fit WALL HEIGHTS WWW W W W m I BLACK = 8 ' 1 ' 2 PLT HGT GREEN = 9 ' 7 "7 PLT HGT �--9•4"e -�- 22.6 —1s 1 a ---{—"-{--10• YELLOW = 17 ' 7 PLT NGT m �-— 9'G --�— z--�--16'1 SECOND FLOOR DIMENSIONS or MANNING BUILDING SUPPLIES Ken Parker 9 Dec 200211:24 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0931.FBD BESTCON INC LOT 7 HIDDEN PARADISE Mark# : BEAM 4 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 0112 3.5", 565 psi LOADS Project Design Loads:Roof.Live=30 psf,Dead=12 psf Live+Dead WIT) Live Ld(L) LDF Location' # Shape MStart QEnd P-Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0'0" 14'0" 22'6"s.c.-CRY H2 2 Span Carried(psf) 42 30 125% 0 1401, 22'0" 26 0"s.c.-CRY H5 Uniform(plf) 16 0 0 0 22-0" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left and of the specified span. SUPPORTS(lbs) 1 2 Max R'n 5480 5857 Max 125% 3794 4058 Min R'n 1686 1798 �P Min 125% 3794 4058 DL Wn 1686 1798 Min Brg(in.) 2.77 2.96 [Based on bearing stress below] Brg Str(psi) 565 565 op DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 4936 1 20'4!' 41 14962 125% 0.33 M(ft4bs) 30732 1 11'0" 41 55520 125% 0.55 so LtRn(lbs) 5480 0 0101. 41 6921 100% 0.79 See Note#5 RtRn(lbs) 5857 0 27 0" 41 6921 100% 0.85 See Note#5 LLDefl(in.) 0.57 1 1110.1 41 0.73 U464 TLDefl(in) 0.82 1 1110.1 41 1.10 0321 Grade selected by User USE. GPLAM 2.0E 1.75x18.00" 2 Plies G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. ON 3.Loads have been input by the user and have not been verified by Georgia-Pacfflc Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'section above. 5.Bearing length based on design material,support material capacity shall be verffled fby others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the Input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Verify that load Is applied at top or equally from both sides. 11.Nail plies together with 15d nails @ 12"o/c along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 12.Ma ;410ln reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+1339'./2, 100=D+100%+115%/2+133%,110=D+Commercial Ld(100%) 16 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). HARDWARE SCHEDULE �, REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5• TRUSS B HUS 28 3380 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10)10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7)10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5)10d+(7)10d HIP JACK I THA 422 3630 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SURIL 310 1860 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUR/L 314 239 179 96 (18) 16d (8) 10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12)10d X 1.5 I-JOIST Q HU 11 218 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 547 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 953 1133 478 (56)16d (36)16 d 2 PLY LVL T HGUS 412 L 851 1064 875 (56) 16d (36)16 d 2 PLY LVL U HGUS 412 R 851 1064 875 (56) 16d (36) 16 d 2 PLY LVL V HUC 412 610 6801 310 (56) 16d (36) 16;d 2 PLY LVL W HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 160 (10) 10d (2) 10 d TRUSS UL3 H16-2 N NA 160 (10) 10d (2)10 d 2 PLY TRUSS UL4 MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1991 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITS COM 1-318 TRUSS NAIL 314 X 023 BANDIN SNAP ON SEALS A+ -w m1k 11, %011141111416116M Doug-Fir Larch/So.Pine g Min. Fasteners Allowable Loads Pruce Pine Fir Model Heel Allowable Loads No. Height Carrying Carried Uplift Fig ar Snow Const UPlift Floor Snow I Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115)j (125) 31/2 6.16d 4-16d 1135 1265 11455 1580 925 1050 j 1210!, 1315 HUS26 3'/z 10-1 6d 4-16d 1135 11800 2070 2245 925 1510'i 1735 1890 4%6 14-16 6-16d 1550{2565 2950 3205 1390 2155124801 2540 Y pill I p ', 1 1 Min. Dimensions Fasteners ° pOpppppp i Model p pp pp +5 No. Height Ga W H g Carrying Carried Member Member ;' pppippOp ll SINGLE 2x SIZES �ppupypp ° LUS24 2% 1% 3y 1y4 4-1Od 2-10d p pp pp o' LUS26 4y, 18 116 4% 1Y. 4-1Od 4-10d l.6�o s -�dd HUS26 4346 16 1% 5y 3 14-16d 6-16d Typical HUS HGUS26 4y 12 1/ 53(6 52016d 816d Installation :° vvbvr HGUS28 5y 12 1% 7)(6 5 36-16d 10-16d with Reduced a , Heel Height LUS28 4316 16 1.(6 6% 1/, 6-1 Od 4-1 Od 9 HUS28 6y 16 1% 7 3 22-16d 8.16d LUS210 4y, 18 13(6 7% 13; 8-10d 4-10d HUS210 8% 16 1% 9 3 1 30-16d 10-16d Madel Avg Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads 4 No. Ult Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow const (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) (133) (160) (100 1 (115) (125) SINGLE 2x SIZES LUS24 3850 465 4901 640 7351 800 490 1 490 690 795 865 390 465 1 540 6251 675 LUS26 5167 930 11151 830 9551 1040 1010 1 1165 900 1035 1125 780 935 1 700 805 875 T— HUS26 10000 1550 1550 j 2565 29501 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 1595 1010 1 1165 1380 1590 1725 780 1 935 1085 1245 1355 HUS210 18833 2845 3000 3775 3920 40201 3000 1 3000 3585 3745 3850 2320 1 2780 1 2745 1 28701 2955 Doug Fir-Larch/Southern Pine Spruce-Pine-Fr Model Min. Dimensions Fasteners Avg Allowable Loads Allowable Loads Heel Ga No. Height yy H B Carrying Carried Ult Uplift'I Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Member Member (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) plpr DOUBLE 2x SIZES LUS24-2 23(6 18 3ye 3Ye 2 4-16d 2-16d 5303 5651 565 765 1 8801 960k1395 555 640 735 800 LUS26-2 4% 18 3y6 4T% 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 1115 820 945 1025 HHUS26-2 4% 14 3% 5 3 14.16d 6 16 14667 1550 1550 2580 2965 3225 1550 2165 2490 2710 lod HGUS26-2 4X 12 3% 5% 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 2000 3185 3660 3980 LUS28-2 4% 18 3ye 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 1115 1050 1210 1315 HHUS28-2 6y 14 33(6 6% 3 22-16d 8-16d 19650 2000 2000 3885 4465 4855 2000 3275 3765 4095 coo HGUS28-2 5y 12 33(6 7Xe 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2550 5335 6070 6150 Flo LUS210-2 67Xe 18 3Ye 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 HHUS210-2 6% 14 33(6 Si/6 3 30-16d 10-i6d 22167 2855 3000 5190 5900 5900 2330 2795 4385 47951 4875"_ z HGUS210-2 7y 12 33(6 9X6 4 46-16d 12-i6d 28333 3415 3665 7890 8110 8225 2795 3355 6110 62601 6366 y TRIPLE 2x SIZES N F pg HGUS26-3 4y 12 41% 4y 4 20.16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 N HGUS28-3 5% 12 41% 7Ye 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6135 6665 HGUS210-3 7% 12 4+X6 9y 4 46-16d 12-16d 28333 3415 3665 7690 8665 8665 2795 3355 6745 7755 8430 HHUS210-3 8y 14 4+X6 9 3 30.16d 1 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 t QUADRUPLE 2x SIZES 1.Uplift loads HHU5210-4 8y, 14 6y, e+jfi 3 1 30-16d 10-16d 1221671 28551 34301 5190 590OT59001 2330 2795 4385 1 5040 5480 have been 4x SIZES increased 33% LUS46 4% 18 3% 43; 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 and 60%for HGUS46 47%e 12 3% 4X. 4 20.16d I 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or HHUS46 43fe 14 3% 5y 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 windloading with no further LUS48 4% 18 j 3% 63; 2 6-16d ! 4-16d 7750; 1140 11165 i 1265 j 1455 4 1585 925 1115 1050 1210 1315 increase allowed. HUS48 6ye 14 13% 7 2 6-16d 6-16d 11190 1550 15501 1505 1730 1885 1315 1550 1240 1425 1550 fleduce by 33% HHUS48 j 6YZ 1 14 3% 1 7 3 22-16d 18-16d 198501 2000i 20001 3885 1 4465 1 4855 1860 1 2000 3275 3765 4095 and 60%for HGUS48 5346 12 j 3% 7ye 4 "36-16d l 10.16d 25180t 26501 2550 6245 7185? 7810 2330 ! 2650 5335 1 6135 6665 1 normal loading LUS410 6Y, 1 18 3% I 63; 2 8-16d 6-16d 109061 15501 15501 1765 2030 1 2210 1390 1550 1465 j 1680 1830 as in cantilever HHUS410 8Ye14 33; i 9 3 30-16d 10.16d 22167! 2855 1 3430 5190 5900 5900 2330 2795 4385 5040 1 5480 construction. lhlr 7GUS410 71.Ge I 12 3% 9 4 46-16d 112-16d 28333 34151 36651 7890 1 8665 8665 2795 3355 1 6745 7110 7210 HGUS412 9% 12 3% 10%6 4 56.16d 114-16d 350001 3985: 4780. 9365 , 10305!10440 3250 1 3910 1 7130 1 7305 7425 101 HGUS414 11 6 12 35 121/,6 4 66-16d 16.16d 350001 4555 5000'10295 10525'10680 3725 4470 1 7295 ; 7500J 76351 (80931-PLAN 2004 - A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 0.00 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 154 PLF at 0,00 to 154 PLF at 13.33 TC From 54 PLF at 13.33 to 54 PLF at 14.83 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 13.33 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC From 4 PLF at 13.33 to 4 PLF at 14.83 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS 04 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 8 F— 3 X 3 8 +10-5-11 4-5-9 + 5X7(R) III + 9-9-5 9-2-11 + 5 L_ 8-6-5 3X8, —1 5 3X8 + 8-1-2 3X8-1 3 X 8 Lc�1-a-o -3-1-12 ��F 3-0-0 _IE 2-8-8 ��-3-0-0--� lf1 a o31 6-8-0 6-8-0 J 13-4-0 Over 6 Supports R=359 U=190 W=3.5" R=558 U=295 W=3.5" R=450 U=238 14=3.5" R=698 U=370 W=3.5" R=372 U=197 W=3.5" R=181 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--91467 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FDR SAf ETI PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ++~ T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACH EO RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /� BC DL 5.0 PSF DRW HCUSR151 02339109 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO qtl••• �.• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND `• •� BRACING OF TRUSSES. THIS DESIGN LO NFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + _ �' B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE = s ss CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO S TOT.L D. 42.0 P S F S E O N - 24683 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ` . 4r•" j DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %�C••. �� D U R.FAC. 1.25 F ROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS iJ's '`r•�..R,..:C`W�� IlallleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER DeC`�J �7 •E�-X SPACING SEE ABOVE ]REF - 1RYA151,_Z12 FLCer(1ticateofAudlorization#567 ANSI/TPI 1 1995 SECTION 2. (80931-PLAN 2004 - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 4X4= 8 F- 8 4-9-13 5 X 7(R) III —J 5 5 L— 8-1-2 2 X 4(A1) 2 X 4(A1) L<1-4-0::;J L<1-4-0::3;J 6-8-0 6-8-0 FE 13-4-0 Over 2 Supports IR=642 U=327 W=3.5" R=642 U=327 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.61a FL 3 R - Scale =.375" Ft. —WARNINGB RANG. REFER TOES HIBR91 (HANDLING LING I NSTALEME CARE ILII NG AND BRACING)HANDLING, ISHE SHIPPING,BYTPI INSTALLING PLATE D TC LL 20.0 PSF REF R151--91468 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _..yN�+�+Mr T C D L 7.O P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �I ".` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERS^ �r C B C D L 5. P S F D R W HCUSRI5I 02339064 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV iATION FROM THIS DESIGN; ANY FAiL URF TO \�F BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO I ••••'• ((t A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN B C L L 1 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' TOT.L D. 42.0 P S F S E O N - 24432 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TsM: Wy rQ EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER X71 RING Alpine Engineered Products,Inc. RESPONSIBILLICE DRAW GS UTY SOLELYTFORHE STHE EALOTRUSSICOMPONENT DESIGN S DRAW NG TSHOWN. ES CEPTA]HE SSUITABILITYOAND USE NAL IOFETHIS s�iS'�.1 pp�OP=`�w� D U R.FAC. 1.25 F ROM K E N Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR EDILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERD e e'i gEQXEN6 SPACING 2 4.0" J R E F - 1 RYA 1 5 1_Z 1 2 FL Certificate Of Authorization#567 ANSI/TPI 1-1995 SECTION 2. w (80931-PLAN 2004 - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 4X4= 8 F 8 4-9-13 5X7 (R) III —I5 5 � 8-1-2 2X4(Al) 2 X 4(A1) 6-8-0E 6-8-0 fF 13-4-0 Over 2 Supports R=560 U=240 W=3.5" R=560 U=240 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** RACING. REFER TOES MIBREQUIRE1 ( ANDLINGS CARE INSTALLNING AND BRACING)HANPUBLISHED BYP TPI IN(TRtlSSI PLA ED TC LL 20.0 PSF REF R151--91469 INST I TOTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHEAVE A RWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATI�CPED TC DL 7.0 P S F DATE 12/05/02 STR UC"IMPORTANTAL 'PTUBANEL NOI SHOA COPY DOFHTH ISALL HD ESIGNPTOPTHE YINSTAL LATIONATTACHED R GCONTR ACTOR. ALPINE ENGINEEHED --'••� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 t�, �i1F� •�+ BC DL 5.0 PSF DRW HCUSR151 02339065 BOILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO t ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DLSirN S N l B C L L 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARF MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS 'v x A _ TOT.L D. 42.0 P S F S E Q N - 24435 EACH FACE OE TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER 2 ve s�• �T •� �`� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1^ �( P �V Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY" AND USE OF THIS t Jam:,L p�O.% D U R.FAC. 1.25 FR0M KEN Ilames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e��Qw�RF�ENG` FL Certificate of Authorization#567 ANS]/TPI 1-1995 SECTION 2. "e. SPACING 24.0" JREF - 1RYA151_Z12 (80931-PLAN 2004 - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at -0.00 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 154 PLF at -0.00 to 154 PLF at 14.67 TC From 54 PLF at 14.67 to 54 PLF at 16.16 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -1.50 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 30 PLF at 0.00 to 30 PLF at 14.67 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at 14.67 to 4 PLF at 16.16 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 8 F— 3 X 3 3 X 3 + —1 8 10-5-11 10-4-0 4-10-15 + 5X7 (R) III + � 5 5 L_ 9-1-0 +9-2-11 + 3X8; 8-1-2 3 X 8 3X8% 3X8�� If1-4-0::.1.. 3-1-12 _IE 3-0-0 JE 2-8-8 '1E 3-0-0 -4-0SI 7-4-0 �iE 7-4-0 fLE 14-8-0 Over 6 Supports R=476 U=252 W=3.5" R=644 U=341 W=3.5" R=465 U=246 W=3.5" R=341 U=181 W=3.5" R=637 U=337 W=3.5" R=300 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. *BR RACING. REFER TOES HID REQUIRE1 ( ANDLINGECARE INSTALLIINGAND BRACING)HANPUBILISHED BYPTPI INSTALLING PLATE TG LL 20.0 PSF REF R151--91470 INSTITUTE, SB3 D-ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t ,e�,'.'�M� ~ T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fF V pp F r �/ BC DL 5.0 PSF DRW HCUSRI5I 02339066 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 ii�' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO ) F f �•••• •' ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I + F} B C L L 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; •J _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .� M( nr j� T 0 T.L D. 42.0 P S F S E Q N - 24447 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER �7 r YT DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` S.,R� `Ott•�� D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS i is p�;�R H3tReS City,FLfAuth 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGN Eft, PER D e('= •EENS' SPACING S E E ABOVE. J R E F - 1 RYA 1 5 1_Z 1 2 FLCerhficaleOfAllIIIOTIZ3IlOR#567 ANSI/TPI 1-1995 SECTION 2. (60931-PLAN 2004 - 132) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 4X4= 8I- -18 5-3-2 5X7(R) III J 5 5 8-1-2 2 X 4(A1) 2 X 4(A1) L<1-4-0�J fE 7-4-0 �iE 7-4-0 LE 14-8-0 Over 2 Supports R=704 U=346 W=3.5" R=610 U=244 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 15.61la FL 3 R - Scale =.375" Ft. *WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I -_ -- T C L L 20.0 P S F R E F R151--91471 z8RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO c �~M' T C D L 7.0 P S F DATE 1 2/0 5/ 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I y� �b r� STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +" _IMP ORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'A'S�F� �•.�� BC DL 5.0 P S F D R W HCUSR151 02339067 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 l�3r...�r; 4)'•, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i f BC LL 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE e CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 2 y (� T 0 T.L D. 42.0 P S F S E A N - 24438 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7jf� ^[tj DRAWINGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING sn/�:�� R�OP'�� D U R.FAC 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE S[GN SHOWN. THE SUITABILITY AND IIGE OF THIS Y �\ Hames City,FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DE C R�@ E� SPACING 2 4.0" J R E F 1 RYA 1 5 1_Z 1 2 FL fica Certite ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. , ��M�„ (B0931-PLAN 2004 - B3 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 6" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. DO NOT BOLT 2X4 MEMBERS. TC From 54 PLF at -1.50 to 54 PLF at 14.67 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -1.50 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 14.67 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 4222 LB Conc. Load at 3.50 THE BOTTOM CHORD ONLY. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD 120 MPH WIND, 10.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD 4X4= TCDL=3.5 PSF, WIND BCDL=2.5 PSF. MAGNITUDES AND LOCATIONS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X8o� 3X811 8F— —18 5-3-2 gk-8-1-2 5X9111 3X8= 5X9111 5X5(Al) - 5X5(Al) 4222# �1-4-0:3;J L 7-4-0 7-4-0 I FE 14-8-0 Over 2 Supports IR=3964 U=2097 W=3.5" R=1572 U=832 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.6'1a FL 3 - R - Scale —WAR N G ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINAND TC L L 20.0 P S F R E F R151--91472 BRACI , LATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 0 *`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSRI5I 02339110 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEtlIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV ISIUNS OF NDS (NATIONAL DESIGN _ F BC LL 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FUREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO F nc � T 0 T.LD. 42.0 P S F S E A N - 24674 I- : OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON 7HIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1f�'Cf�..,`� pP,:��tD U R.FAC. 1.25 FR0M KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D e C s`h•Rn`EN \� SPACING S E E ABOVE J R E F - 1 RYA 1 5 1_Z 1 2 Hames City,FL 33844 COMPONENT FOR ANY FOR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �� j FI,Certificate of Authorization 4567 ANSI/TPI 11995 SECTION 2. �fy. (B0931-PLAN 2004 - C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4 III 8 F— T T 2-7-2 2-7-2 1 2 1.5X4 III 2X4(Al) Lc1-4-0::-..1 3-4-0 Over 2 Supports R=100 U=180 R=262 U=182 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. —WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91473 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` ~ T C D L 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 4 �p STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ,.•.... r1 "IMPORTANT" FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �` ��F�C��. pC DL 5.0 PSf DRW HCUSR151 02339068 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH1S DESIGN; ANY FAIL URF TO • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING, SHIPPING, INSTALLING AND ; ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN } • t I BC ILL 1 0.0 P S F FIC E N G M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ` TOT.L D. 42.0 P S F S E Q N - 24450 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PFR I fn URN WINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D 2 4 Mtrj� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R....�N FL Certlflcate of Authorization#567 ANSI/TP] 1-1995 SECTION 2. SPACING 24.0" JREF - 1RYA151_Z12 (B0931-PLAN 2004 - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 2.53 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 154 PLF at 2.53 to 154 PLF at 16.95 TC From 54 PLF at 16.95 to 54 PLF at 21.50 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 2.00 BC From 30 PLF at 2.00 to 30 PLF at 18.00 BC From 30 PLF at 18.00 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.50 4X4 BC 12 LB Conc. Load at 2.00, 18.00 + TC TO BE BRACED BY PROPERLY ATTACHED PLYWOOD SHEATHING. 8 � 3X3= + 8 5X7= 6-8-4 + 3X3-- 5X7 X3=5X7 + n T2 _[-113:K8111 + 8 (- 1 T 8-1-2 3X5= 3X8= i�Z 3X5(B1) = 3X5= 3X5(B1) 3X5= 3X5= L_1 4 0jL_1-4-1j 1-2-0-0,1_ 16-10- 0 8-0-170-0-0 fE 20-0-0 Over 2 Supports R=1675 U=737 W=3.5" R=1636 U=720 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 0 P S F R E F R151--91474 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO y,,t.�x�wR PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �,'"` 1�Y,1q./q T C DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I V�`:.•••."•�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f •P�.;Fi BC DL 5.0 P S F D R W HCUSR151 02339069 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEY IATION FROM THIS DESIGN; ANY FAILURE TO F =4fV F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L 1 0.0 P S F HC-ENG M N M M M A 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NI TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t • _ _ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE { CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO `'p ST •� T 0 T.LD 42.0 P S F S E Q N - 24473 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��i3Y:F� RI�P'�s4� D U R.FAC 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 G\ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DC REIyLEN SPACING SEE ABOVE JREF 1RYA151_Z12 Fl,Certificate ofAuthori7.atlon 4 567 ANSI/TPI 1-1995 SECTION 2. ..,ti•�w (60931-PLAN 2004 - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.30 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x6 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 21.50 BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.53 BC From 100 PLF at 5.53 to 100 PLF at 14.65 BC From 30 PLF at 14.65 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.50 4X4= 1.5X4 III 1.5 X 4 III 8 I— 8 7-0-7 �8-1-2 3X5(Al) - 3X5= 40 PSF MAX STORAGE 3X5= 3X5(Al) 4 0 �-4-1 L, 10-0-0 I 10-0-0 J �E 20-0-0 Over 2 Supports J R=1238 U=545 W=3.5" R=1244 U=548 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - R - Scale =.3125" Ft. *B RACING REFER —WARNING— TRUSSES TO HIB-91 (HANDLING INSTALLINGCARE ANDBRICATION.AND BRACINGI HANDLING,PUBLISHED BY TPI INSTALLING PLATE TC LL 20.0 PSF REF R151--91475 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,��I1� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED aV�CQ TC DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �{yFI• -^'r **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(( 'Y B C D L 5.0 P S F D R W HCUSR151 02339070 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .e��..F. l � BUILD THE T0.USSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i• i B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L�1• OF Q TOT.L D. 42.0 P S F S E Q N - 24453 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }Cn S DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/•�•FL RI�P' D U R FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONS IBIL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS = �, ,� Hautes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER D e EN. ' SPACING S E E A B 0 V E J R E F 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0931-PLAN 2004 - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x6 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCOL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 20.00 BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.53 BC From 100 PLF at 5.53 to 100 PLF at 14.65 BC From 30 PLF at 14.65 to 30 PLF at 20.00 04= 1.5X4 III 1.5X4 III 8 8 7-0 7 40 PSF MAX STORAGE �8-1-2 3X5(A 1) 3X5= 3X5= 3X5(Al) -4-0:_ I 10-0-0 I 10-0-0 J 20-0-0 Over 2 Supports j R=1242 U=547 W=3.5" R=1158 U=510 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.3125'' Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--91476 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -` ue^� T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y B C D L 5.0 P S F D R W HCUSR151 02339071 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIURE TO _(r�j' ' qrF�.► BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ! •Cts BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO =y Q TOT.L D. 42.0 P S F S E A N - 24457 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s(� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��•` R UR1�P••� D�.F . 1. �ABOVE �JR ICEN Alpine Engin tyed Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DecO E \ S S E E 1 RYA 1 5 1_Z 1 2 IlatlleS City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAutttoriZation#567 1 ANSI/TPI 1-1995 SECTION 2. (B0931-PLAN 2004 - D4 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required � BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 6" O.C. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. DO NOT BOLT 2X4 MEMBERS. TC From 54 PLF at -1.50 to 54 PLF at 20.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -1.50 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 20.00 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0—g_nails ON BC 5701 LB Conc. Load at 3.50 THE BOTTOM CHORD ONLY. 120 MPH WIND, 11.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE TCDL=3.5 PSF, WIND BCDL=2.5 PSF. 0 0.000' 1 12" 6 MATCH TRUSS BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD 4X4= ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 3X6-i 3X5�� 8 (— � 8 5X71 5X7o� 7-0-7 -,k-8-1-2 8X8111 8X8- lOX1O = 8X8= 8X8111 3X10(B3) 3XlO(B3) 5701# - - - 4 0� R-1778 U-783 W-3.5" R=5685 U=2502 W=3.5" 10-0-0 1 10-0-0 J fE 20-0-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE 19.61a FL 3 R - Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A:: �� T C ILL 2 0.0 P S F R E F R 1 5 1--91477 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF'I' DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ..rN� T C D L 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1P'`, A STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .VW'L _IMP IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t�F BC DL 5.0 P S F D R W HCUSR151 02339111 PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q�•••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANj ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN # tJ V� �•_* BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AS. NOTEOPptCONfiT� gpb t� TOT.LD. 42.0 PSF SEQN 24681 DRAWEACHL NGSEOF 160 AR T SS, ATDEUNLESS S E AL SO NTT H ISISE DRAWINGLOCATED I ND IICAT ESS ADESIGN CCE P TANC EO O ET P ROI EION CONNECTORS SS I ONALL ENGINEERING �V�•�`•,''�t 0RI�P* D U R.FAC. 1.2 5 FROM K E N AlpineEngineeredTy,Fl, 33844 COMPONENT RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS %Decy �EQT2ENG\� SPACING SEE ABOVE JREF 1RYA151_Z12 TIa1nCS Cl FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL CertificateofAuthorizanon#567 ANSI/TPI 11995 SECTION 2. » (B0931-PLAN 2004 - EI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 154 PLF at 0.00 to 154 PLF at 8.52 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 8.52 to 54 PLF at 10.16 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -1.50 to 4 PLF at 0.00 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 30 PLF at 0.00 to 30 PLF at 8.67 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 8.67 to 4 PLF at 10.16 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4 3X3% 3X3�� 8 3 X 8 3X8 + 8 2-10-15 5 X 7(R) III + 8 1-2 3X8�i 3X8o� r,1-4-0�J L,1-4-0::.J 4-4-0 4-4-0 4-4-0 4-4-0 —8-8-0 Over 2 Supports— � R=880 U=466 W=3.5" R=864 U=457 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG UME i9..Ela FL 3 - R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND��— T C L L 2 0.0 P S F R E F R 1 5 1--91478 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE:' d T C D L 7.0 P S F D A T E 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILING. aV`,.• T�j_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f_W.•�.�j�Fll ••••/ BC DL 5.0 PSF DRW HCUSR151 02339072 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ? B C L L 1 0.0 P S F H C-ENG M N M MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS E SI GN PNOTED. APPLY CONNECTORS TO L�''. �. rQ T 0 T.L D. 42.0 P S F S E Q N - 24564 DRAWINGS EACH 160 ARZ SS, ATHHEU SEAL SONTTHIISIDRAW IINGTED ON INDICATES ACO CE P TANCEHOFT P NO FEIII OS SN ONALHftS PER ENGINEERING C•• , '.. R.... DUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T' u ..........f�� FlameSCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DeC R�ENr SPACING SEE ABOVE )REF 1RYA151_Z12 FL Certificate OfAuthori7HnOR#567 ANSI/TPI 1-1995 SECTION 2. (B0931-PLAN 2004 - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.91 FT MEAN MGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 4X4= 8 E —1 s 5X7 (AR) III eg 3-3-2 5 8-1-2 2X4(A1) 2X4(Al) —4-4-0 {< 4-4-0 � --8-8-0 Over 2 Supports R=364 U=180 W=3.5" R=364 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91479 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR I OF, TO yrinNiw PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v ,.G:,-7j/�_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED (iZIFf ' '7� B C D L 5.0 P S F D R W HCUSR151 02339073 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO g f•'� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN _ fl j Z.V BC LL 10.0 P S F HC-ENG M N M/M M A SPECIf KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ( =Q T 0 T.L D. 42.0 P S F S E Q N - 24567 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN,AS, CONNECTORS PER ��`1 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �'✓/*••�QR1QT.'��a D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. HE SUITABILITY AND USE OF THIS Z4j Halves City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING " THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C R iQ F�.r' SPACING 2 4.0" J R E F 1 RYA 1 5 1_Z 1 2 FL Certificate ofAuthoiizanOR#567 ANSI/TPI 11995 SECTION 2. (80931-PLAN 2004 - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.91 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.948' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4X4= 3X5o� 8 � —Is 3-4-9 0-5-15 5X7 (R) III 1 5 5 I— 0-6-1 g 4 11 T 5X7 (F3) 2X4(A1) 1 4-4-0 SIE 3-7-8 _I 4-4-0 T 3-7-8 —7-11-8 Over 2 Supports R=347 U=180 W=3.487" R=322 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG .CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-91480 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ry PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y'y+rq'p T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �1y ...:•:_rT **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �t` '�'(f1Gf BC DL 5,0 PSF DRW HCUSRI5I 02339074 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT TON FROM THIS DESIGN; ANY FAIFORE TO !'.�f`e� 4 j�'• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i f j B C L L 1 0.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i SPECIFICATION PUBLISHED BY THE AM Eft ICA N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 •� - =Qji T 0 T.L D. 42.0 P S F S E CIN - 24571 DRAW ING SEACH FA E160 ARZ SS. AND HHEU SEANE LS O NTT HE SI DRAW IINGT I N DED Z CATES SACHCE P TAN CEHO FT PROFESSIONAL ENG I NEER I NG PERm�•' % •�L Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S''•,��R�Q••G�t1 ♦ D U R.FAC. 1.25 F ROM K E N Ileitis City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �•,'E� FLCeiTt IcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Dec �,� SPACING 24.0" JREF 1RYA151_Z12 (80931-PLAN 2004 - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X3= 1.5X4 III 3X3= 4-4-7 4-0-15 6X6 —15 5 1 8-4-11 1.5 X4 111 8 1 2 1.5X4 III 4-4-0 3-7-8 7-11-8 Over 2 Supports—� R=334 U=180 W=3.487" R=334 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE _ 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91481 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �Mi T C D L 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t�f B C D L 5.0 P S F D R W HCUSRI5I 02339075 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + lam••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND '• ••••lam B C L L 10.0 P S F HC-ENG M N M/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN R : f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L�i T 0 T.L D. 42.0 P S F S E A N - 24575 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER =(n DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ='C/(�•• 'rLQF,�d�f�� OUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS = Vj�.•• �i' Haines City,FL 33844 COMPONENT FOR ANY PARTICOLAR BUILDING 1S THE RESPONS181LITY OF THE BUILDING DESIGNER, PER D e c4 Q EN S P A C I N G 2 4.0" )R E F 1 RYA FL Certificate ofAuthorizatlon#567 ANS]/TPI 1-199, SECTION 2. w I ,1 I 1 I 1 11 1 (B0931-PLAN 2004 - E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X3= 1.5X4 III 3X3= 5-8-7 5-4-15 6X6= 5 5 L— 8-4-11 1.5 X 4 III 8-1-2 1.5 X4 III 4-4-0 3-7-8 —7-11-7 Over 2 Supports—� R=334 U=180 W=3.484" R=334 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.D P S F R E F R151-91482 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7. P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t1�'•ci. �e� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��` BC DL 5.0 P S F D R W HCDSRISI 02339076 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO : •�••••••••�••�J BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ( Z j B C L L 10.0 P S F H C-ENG M N M/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBL ISMED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GRAB GALV. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO :� Q TOT.L D. 42.0 P S F S E Q N - 24578 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a;(R DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ;��n�'.F.OR,Q�'•��It D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS T U ,...••' �� Fl,CertlficateofAuthorl?HOII�567 ANSI/TPI T1-11995NSECTIOONCZL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER De SPACING 24.0" JREF - 1RYA151_Z12 '1 ' (80931-PLAN 2004 - E6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.13 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: 3X3= 1.5X4 III 3X3= SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 7-0-7 6-8-15 6X6= 5 5If 11 1.5X4111 8-1-2 1.5X4 III 4-4-0 1 3-7-8 7-11-7 Over 2 Supports-� R=334 U=180 W=3.481" R=334 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLOG CODE 19.610 FL 3 R - Scale =.375" Ft. —WAR N ING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I TC LL 20.0 P S F R E F R151--91483 INSTITUTE, 583 D'ONOFRIO DA., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED �G'� ' T C DL 7.O P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR DP ERLY ATTACHED RIGID CEILING. l• �' **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •'•�IFf B C DL 5.0 P S F D R W HCUSR151 02339077 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURF TO •••�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND V SSL ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OFSIGN B C L L 1 0.0 P S F H C-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s 13: fWE PQ., T 0 T.L D. 42.0 P S F S E Q N - 24581 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Vr Alpine Engineered Products,Inc. ING RESPONSIBI6DRAWINGS 10ITY S- YTFORHE STHE EAL Oft US SICOMPONENT DESS DRAWING IGNTSHOWryCEPTATHE NCE OSUITABILITYOAND USENAL IOFERHIS •�� `��7�1C �� D U R.FAC. 1.25 FROM KEN Ila. City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Decv �1 FLCertifcateofAuthorizationH567 ANSIITPI 1-1995 SECTION 2. E� SPACING 24.0" JREF - 1RYA151_Z12 (B0931-PLAN 2004 - E7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S HUS26 3X3= 1.5X4 III 3X3= FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8-4-7 (A) 8-0-15 6X6= 5 5 8-4-11 1.5 X 4 1118 1 2 1.5X4 III 4-4-0 3-7-8 7-11-7 Over 2 Supports R=334 U=180 W=3.478" R=334 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO TC L L 20.0 P S F R E F R151--91484 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED wa TC DL 7.0 P S F DATE 1 2/!J 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROP Eft LY ATTACHED RIGID CEILING. �.• "^�7/y **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61NEEREC `,j •:� B C D L 5.0 P S F D R W HCUSR151 02339078 INC.BUIL LDOCTHE TR USSESATO IN CON F OR LL MANCE NOTON ITHL TP IOROR AN FA BR ICATINGN HANDLIFR NGS 3HIPP I NG,IGN ANNSTALLINGFAILUREAN„ • `��•��p•R� ALPINE BRACING OF TRUSSES. HIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN g • = B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ij�'`, /� S�i TOT.L D. 42.0 P S F S E Q N - 24585 E�Z EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 3� K' (` Alpine Engineered Products,Inc. RESPONSIBILLDRA IN 16OITY SOLELY TFOR HE STHE TRUSS EA ON ICOMPONENT DESIGN TSHOWNES A CEPTATHE IE OSUITABILIRD ISTYOAID USEIOEERHNS `s�tS' FppC� �QP•\�� D U R.FAC. 1.2 5 FROM K E N flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c ,I E� SPACING 24.0° J R E F - 1 RYA 1 5 1_Z 1 2 FL CertificateofAUthorizatlon t)567 ANSI/TPI 1-1995 SECTION 2. (130931-PLAN 2004 - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.27 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 154 PLF at 0.00 to 154 PLF at 11.92 TC From 54 PLF at 11.92 to 54 PLF at 13.41 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -1.50 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 30 PLF at 0.00 to 30 PLF at 11.92 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at 11.92 to 4 PLF at 13.41 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. SHIM ALL SUPPORTS TO SOLID BEARING. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4= 3X3�i 1.5X4 1.5X4 III 8 8 3 X 3 3-11-15 5X7(R) III + + 18-8-9 +18-8-2 1.5 X4 III 1.5 X4 III + J 5 5 1 + 17-7-0 3X8� 3X8 3X8% 3 X 8 �1 a 3-1-12 'I- 5-8-8 �I JL-,-1-a-owl 5-11-8 1 F 55-11-8 �{ 5-11-8 -11-8 �F 11-11-0 Over 4 Supports R=573 U=303 W=3.5" R=613 U=324 W=3.5" R=613 U=325 W=3.5" R=558 U=296 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. -WARNING'+ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-91485 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 4.aA, TC D L 7.0 P S F DATE 12/05/02 PERE ORMI NO THESE FUNCTIONS. UNLESS OTHERWISE INOIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a� _1 M P ORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` BC DL 5.0 P S F D R W HCUSR151 02339079 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �f�i b BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN x. i BC LL 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t = i TOT.L D 42.0 P S F S E A N - 24524 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'pII�..�� DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIDNAL ENGINEERING S V Alpine g ��S:•,!�LCp10P.\�4, DUR.FAC. 1.25 FROM KEN Al me En ineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS S }} Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec z(}' REN.r" SPACING S E E A B O V E J R E F 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. " (B0931-PLAN 2004 - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W3 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 5.83 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 154 PLF at 5.83 to 154 PLF at 11.92 BC From 4 PLF at -1.50 to 4 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 11.92 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE 5X5= DESIGNED BY THE BUILDING DESIGNER. 5 X 9(R) 8 3X38F— W3 3X3 i 5-9-4 pom: T + 6X6= 3-6-15 —I 5 5 + + 17-7-0 3X8 3X8% 3 X 3 L.,1-4-O::; 8-7-8 _ I_ 3 3-8 I 5-11-8 T 5-11-8 �I 11-11-0 Over 2 Supports R=783 U=415 W=3.5" R=908 U=481 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale "WARNING" NGNG zREFERR TOES H IBREQUIRE1HANDLINGS CARE IN INSTALLING AND BRACING)H HANDLING, NISHED BYP TPI INSTALLING PL TE TC LL 20.0 PSF REF R151--91486 INSTITUTE, 503 DFUNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _,.�NN+N-ry T C D L 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED /'"- STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .\`'L r *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �.•....... B C D L 5.0 P S F D R W HCUSR151 02339080 *PRODUCTS, INC. SMALL NOT BE RESPONSIBT HLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :�PAl�� '�,,.AND �� BRACBUILIN GH OFTRRU SSE SUS ES IN COTH UI SMD EIGNICONF ORM 50WIT1 AAP PLICA BLE P R OYU I SN O NSSOFPNDSG(N AN to ITAL IDE SIGN i* �� +=# B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE SPECIFICATION PUBLISHED OY THESA MERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GAL STEEL STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =9 l s F S� T 0 T.L D. 42.0 P S F S E A N - 24531 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 F, �,L t,� Alpine Engineered Products,Inc. RESPONSIBIDRAWING �UITY SOLELYTHE FORSEA THE �RUSSRING ICOMPONENT DE USIGNTSHOWryES CEPTATHE 3UITABILITYUAND USEIOFETHIS � D U R.FAC. 1.25 F ROM K E N Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER p e� !� ENO SPACING S E E ABOVE J R E F 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80931-PLAN 2004 - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 04 8 1.5X4 III 1.5 X 4 III 8 F- 6-1-7 6X6= 3-11-2 J5 5L- - -0 2X4(A1) 3 X 3 L::1-4-0�J I� 8-7-8 _I_ 3-3-8 5-11-8 T 5-11-8 I 11-11-0 Over 2 Supports J R=602 U-346 W=3.5" R=481 U=267 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 1.9.614FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91487 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR TOR TO T C D L 7.0 P S F DATE 1 2/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Y__aA77 STRUCTURAL PANELS, BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ,• • W T **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � �' B C D L 5.0 P S F D R W HCUSR151 023390BI PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 r } C L L 1 0.0 P S F H C-ENG M N M i MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Z • 3 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F OF AC TOT.L D. 42.0 P S F S EON - 24534 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO %9 EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }� '� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/s1�•�� R10 •�� D U R.FAC. 1.2 5 F R OM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Dec�'b F� N SPACING 2 4.0" J R E F 1 RYA 1 5 1_Z12 HauTes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 J" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. W...•..••• (B0931-PLAN 2004 - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 1.5X4 III 1.5X4 III 8 F- 6-1-7 6X6= 3-11-2 _J 5 5 3 X 3 2X4(Al) L,1-4-0y 8-7-8 _I_ 3-3-8 �I LE 5-11-8 T 5-11-8 tE 11-11-0 Over 2 Supports J 1R=602 U=346 W=3.5" R=481 U=267 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BIAG CODE 19.61 a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91488 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10 M��a�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �' Ve w T C D L 7.0 P S F D A T E 1 2/0 5/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f,F' B C D L 5.0 P S F D R W HCUSR151 02339082 PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I =+ • V �� B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFOft MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC]FICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE } j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS PO i p�, TOT.L D. 42.0 P S F S E O N - 24536 EACH FACDRAWING SE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER kvr-. j n Alpine Engineered Products,Inc. RESPONSIBI60TY SOL EI.YTFORHE STHEEA L ORUSSICOMPONENT DEDSIGNTSHONNCEPTATHE SUITABILITYP ROF ES SI OAND USENAL ENG IOf THIS �/S ..........•� D U R.FAC. 1.25 F R 0 M K E N 1T91neS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �,��Vf,.r' SPACING 24.0" J R E F - 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Dec (80931-PLAN 2004 - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x4 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -1.50 to 54 PLF at 12.79 BC From 4 PLF at -1.50 to 4 PLF at 0.00 120 MPH WIND, 19.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BC From 30 PLF at 0.00 to 30 PLF at 11.29 LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND BC From 4 PLF at 11.29 to 4 PLF at 12.79 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. TC 200 LB Conc. Load at 5.06, 6.23 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC 315 LB Conc. Load at 5.00, 6.29 4X4= 4X4= 8 Z8 3-8-7 -,k 17-7-0 1.5 X 4 III 2X4(A5R) = 1.5X4111 2X4(A5R) �1 4 Oy L<1-4-0,+ I. 5-0-0 I 1-3-8_ 5-0-0 1 IF 11-3-8 Over 2 Supports R=1071 U=788 W=3.5" R=1071 U=788 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. *BRACINGNG*REFEftTRUSSES HI gREQUIRE 9OU IR(HAND LI NGE INST ALLI NGE IN AA ND BRACNNS)HANDLING, PUBLI SHE OH BYP TPI INSTAL (TR U SSI P LATPAID TC LL 20.0 PSF REF R151--91489 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDTC DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * B C D L 5.0 P S F D R W HCUSR151 02334083 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I -{��`� ` r•�, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABR[GATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN _ _+ B C L L 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE 7CONNECTORS ARE MADE OF 20GA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO = TOT.L D. 42.0 P S F S E Q N - 24495 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERIL�(L DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '+��' F� '�p:•��l D U R.FAC. 1.25 F ROM KEN A1pmHuu es�City,FF Lr 33844,Inc. COMPONENTIFORYANYYSOLELY PARTICCULAREBUILDINGOISOTHETREESPONSIBILLITY OF THE BUILDESIGN SHOW N THE INGITY DESIGNER, PEAND USE R TNIS Dec is /JE@JEE�U\ S P A C I N G 24.O" )R E F 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. +,,� 11 ' I w' (130931-PLAN 2004 - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 8 � �'L: 8 4-1-10 h-17-7-0 1.5X4 III 2X4(A1) = 2X4(A1) L<1-4-Oy L.--1-4-0�J 5-7-12 _I_ 5-7-12 J 11-3-8 Over 2 Supports J R=556 U=342 W=3.5" R=556 U=342 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �- T C L L 2 0.0 P S F R E F R 1 5 1--91490 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO N" T C DL 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y B C D L 5.0 P S F D R W HCUSR151 02339084 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (`��'� j.-�1 BUILU THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + F•S B C L L 10.0 P S F HC-ENG M M M/MM A ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO tt 1� /1� f TOT.L D. 42.0 P S F S E O N - 24497 EACH FWINACE OF TRUSS, AND UNLESS OTHERWISE IF S DRAW I IS ION THIS OF SIGN, POSITION CONNECTORS PERDRA GS iJr RING Alpine Engineered Products,Inc. RESPONSIBI60TY SOLELYTFORHE STHE EA OR OS SIC OMP ON ENT DEUSIGNTSHOWNCEPTATHE NCEOSUITABILITYP ROLE OAND USENAI IOFETHIS ;s��s:F�l�RlO k'd D U R.FAC. 1.2 5 FROM KEN Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec tbH�p EN SPACING 2 4.0" J R E F 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (80931-PLAN 2004 - G3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.29 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 5X7= 1.5X4 III ni 1.5X4 8 F- 6-0-9 0-3-8 .17-7-0 3X5= rl 2X4(Al) = 3X5 L,1-4-0� 1_ 8-6-3 _I_ 4-6-1 _I �E 13-0-4 Over 2 Supports R=638 U=332 W=3.5" R=537 U=329 W=5.342" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.Q P S F R E F R151-91491 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO frM�'�c� T C D L 7.Q P S F DATE 1 2 0 5 0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Nll ,,� STRUCTURAL PANELS, 8OTT0M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * * [M P DRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDtiF BC DL 5.0 P S F D R W HCUSR151 02339085 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA LII RE TOS••••••••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ? i B C L L 1 0.0 PSF F H C-ENG M N M M M A ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f t •f / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEj< CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A: S OF FQ T 0 T.L D. 42.0 P S F S E Q N - 24499 EACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s�i�5�•.~�• D U R.FAC. 1.25 F R O M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1� b cy I-I�i1"eB City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �i�•G\, SPACING 2 4.0" J R E F - 1 RYA 1 5 1_Z 1 2 Fl,Certificate of Autl1oI77Etlon#567 ANSI/TPI 11995 SECTION 2. Dec �" �..�. � (B0931-PLAN 2004 - G4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.96 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X7= 1.5X4 III 3X5 i 8 F— (A) 7-4-9 0-3-8 ED � �17-7-0 1.5X4 III 3X5= 2X4(Al) 3X5= L<1-4-0::;J 10-6-3 I 4-9-12 _I fE 15-3-15 Over 2 Supports J R=734 U=362 W=3.5" R=617 U=399 W=5.342" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--9 1 4 9 2 BRACING. HER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � � r Tl. D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .V\ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ��IF��w'•. BC DL 5.0 PSF DRW HCUSR151 02339086 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC Q.•••••• •�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =iii •(� B C L L 10.0 P S F HC-ENG M N M/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �{ TOT.L D. 42.0 P S F S E Q N - 24504 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE S[GN, POSITION CONNECTORS PER ^ V� DRAWINGS 160 AZ. THE SEAL ON THIS ORA WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING / �;.R�pP.. D U R.FAC 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS = s ••. Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e t pE�ENG� FL CertifirateofAuthorizahonN567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RYA151_Z12 (B0931-PLAN 2004 - G5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.63 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND WEBS 2x4 SP #2 N :W1, W2 2x4 SP #3: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. HANGER= SIMPSON'S HUS26 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. FILL ALL NAIL HOLES. 4X4= 3X3 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X50 8 F— (A) (A) 8-5-13 8-8-9 W1 W2 IBI E— In 1 7-0 1.5X4111 3X8= 2X4111 2X4(Al) LI-4-0_ 12-6-3 I 3-6-13 1 fE 16-1-0 Over 2 Supports R=775 U=356 W=3.5" R=658 U=434 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.3125" Ft. —WARNING REFERRTOSES HIB-9O1UIR(HANDLIEME CARE NGINSTALLrINGAANDCBRACING)HANPUBILISHED BYPTPI INSTALLING PL TE TC LL 20.0 PSF REF R151--91493 INSTITUTE, 583 D'ONOFR 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO N! PERE 0RMI NO TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` 11A wt TC DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a.y,,......•�� *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'�It'CL` BC DL 5.0 PSF DRW HCUSR151 02339087 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TBE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND r B C L L 10.0 0 P S F HC-ENG M N M M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE { CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i p _ or Q, TOT.L D. 42.0 P S F S E Q N - 24558 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 71.(r Dft AWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE GN SH ON NTHE OF PROfESGIONAL ENGINEERING �S�(}� R��R�tlP �+ D U R FAC. 1.2 5 FROM K E N AIplegainne�y,F Products,Inc. RESPONSI COMPONENT FOR YANYY L PARTICULAR EL FOR THE BUILDING SS C IS IISOTHE TREESPONSIBILLITY OF THE BUILDING DESIGNER,TY AND US PER THIS .y )}.n . 0 FLCertificateofAuthorizationN567 ANSI/TPI 1-1995 SECTION 2. DecE V SPACING 24.0" JREF - 1RYA151_Z12 (80931-PLAN 2004 - G6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #2 N :W1, W2 2x4 SP #3: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X10(R) 4X4= —) 8 (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, 2X4111 SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. j 7— HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: 3X5 i SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S 8 r PRODUCT CATALOG FOR PROPER APPLICATIONS. (A) 8-11-0 8-5-13 (B) Wl (A) W2 +11L7-0 1.5X4111 3X8= 3X3= 2X4(A1) 1 4 0 yI 0-7-13 I_ 12-9-13 _I_ 2-7-5 _I---_I fE 16-1-0 Over 2 Supports J R=775 U=360 W=3.5" R=658 U=439 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61d FL 3 R - Scale =.3125" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151 --9 14 94 BRACING. REFER TO HIH 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ,.rw PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED �,F, ��-wA'� TC DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , BC DL 5.0 P S F D R W HCUSR151 02339088 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIT URE TO �iFr •'• BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE '� � �° BC LL 10.0 PSF HC-ENG MNM/MMA BRACING OF TRUSSES. THIS DESIGN CONFO0.M5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN , f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •* TOT.L D. 42.0 P S F S E Q N - 2 4 5 5 4 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .p ^r =� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER St,. q OF Alpine Engineered Products,II1C. RESPONSI8ILLIITY SO LEL YT FORSTHE OTRUSSIC0MPONENT DEDSIGNTSHONNCEPTATHE SUITABILITYOAND USEIOFETHIS _C�s`:*"0�.�P•CE �� D U R FAC. 1.25 FR0M K E N Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e ct� ge®�NSPACING 2 4.0" J R E F 1 RYA 1 5 1—Z12 FL Certificate ofAut11or1Zation#567 ANSI/TPI 11995 SECTION 2. (80931-PLAN 2004 - G7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W4 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. 4X4= 3X3 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3 X 5 8 7-8-7 7-8-7 W4 1-7 0 1.5X4 III 3X8= 1.5X4 III 2X4(A1) L<1-4-O::. I 11-0-0 I 5-1-0 I fE 16-1-0 Over 2 Supports R=775 U=380 W=3.5" R=658 U=426 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a_ FL 3 R - Scale =.375" Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-91495 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR 10 A�M+Ar T C D L 7.0 P S F DATE 1 2/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED G STft UIMPCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. {�l_ *PR pUORSA NINC. SHALL NINO TAB EOR ESPONSfBLEDFOR GN ANP TOEV IATIO NLFRO MNT COO STBESI 6N; AA NY E FANG UR EETUD I r `�� TW BC DL 5.0 PSF DRW HCUSR151 02339089 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC ILL. 1 0.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO i� , ^r °� T 0 T.L D. 42.0 P S F S E O N - 24552 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ON THIS DESIGN, POSITION CONNECTORS PER i 1/f' !t', DRAWINSPONGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 3n� ��u�`�P: D U R.FAC. 1.25 FR0M K E N AIPtngEngs eer dProduucctts,Inc. ROMPONSIB ILIT ENT FORYANOYLPARTICR THEBURLDINGUSS OMPONENTS T REDSPONSIBIOLWN. OF THE SUITABNGIDESIGNTY ERSEPOER THIS '. {� '•,... ... FL Certificate OfAnthorusnOn#/567 ANSI/TPI 1-1995 SECTION 2. De��`'- RRv�►�EN SPACING 24.0" JREF - 1RYA151_Z12 (BO931-PLAN 2004 - G8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.46 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W3 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4= 3X5(R) III LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4 8 F- 6-4-7 6-4-7 W3 +12- -0 3X8- 1.5X4 III 2X4(A1) + 9-0-0 I 7-1-0 I 16-1-0 Over 2 Supports R=775 U=409 W=3.5" R=658 U=401 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-91496 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR Ta T C D L 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED �e STR UCTORAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ C� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFREC j1' ��{{ C '7� BC DL 5.0 PSF DRW HCUSRISI 02339090 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THOS DESIGN; ANY FAILURE TO f �•'��Ir'•••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 1 0.0 P S F H C-E N G M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ ' Z CONNECTORS ARE MADE OF 2DOA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �p 1 = T 0 T.L D. 42.0 P S F S E A N - 24550 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S OF =(Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENTY AND USGINEERING Q�,QP:•�/ D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered CITy�F Products,Inc. RESPONCOMPONENT[FORYAN�LELY PARTICULAREBUI10INGOISONHETRDESPONSIBIESIGN OLINY OF THE BUILDUITA ING DESIGNER, PER THIS is r�� FL Certificate ofAulhorizahon#567 ANSI/TPI 11995 SECTION 2. Dec R[EpEN SPACING 24.0" JREF 1RYA151_Z12 (B0931-PLAN 2004 - G9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: SPECIAL LOADS BOT CHORD 2x4 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -1.50 to 54 PLF at 16.08 BC From 4 PLF at -1.50 to 4 PLF at 0.00 120 MPH WIND, 19.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BC From 30 PLF at 0.00 to 30 PLF at 16.08 LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TC 164 LB Conc. Load at 7.06, 9.06, 11.06, 13.06, 15.06 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. BC 632 LB Conc. Load at 7.00 BC 105 LB Conc. Load at 9.06, 11.06, 13.06, 15.06 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 5X7= 2X4111 3X6(R) III LUMBER VALUES.REFER TO" MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. T2 1.5X4�� 8 F- 5-0-7 5-0 7 -0 3X5= 5X7= 2X4III 3X5(B1) II 11-4 0� 1 7-0-0 1 9-1-0 1 fE - 16-1-0 Over 2 Supports J R=1506 U=1010 W=3.5" R=1799 U=1257 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.6Ia FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91497 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1�•,�;,v`7µ�w T C D L 7.0 P S F D A T E 12 /05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CFILING. y�:••'••• '//� B C D L 5.0 P S F D R W HCUSR151 02339091 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRAC T OR. ALPINE ENGINEERED tt C PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �`'r' `• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND •• r•` ALPINE tt 1 �' BC LL 10.0 PSF HC ENG MNM MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN `, / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q' TOT.LD. 42.0 P S F S E O N - 24548 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L�]1. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j ACL�_ TE(If DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �a C� Act��l�P.`ev� D U R.FAC. 1.25 FR0M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D e c''� R ENG\ S P A C I N G 2 4.0" J R E F 1 RYA 1 5 1_Z 1 2 Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. (B0931-PLAN 2004 - G10 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #z N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. DO NOT BOLT 2X4 MEMBERS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 14.38 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 14.38 IN EACH ROW TO AVOID SPLITTING. BC 1795 LB Conc. Load at 7.06 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 663 LB Conc. Load at 9.06, 11.06, 12.88, 13.19 THE BOTTOM CHORD ONLY. BC 481 LB Conc. Load at 10.06 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 21.93 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT 5X9= LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. 4X4= 8 1.5X4 III RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 7-11-9 3X8/G GRADE OR BETTER. ATTACH TO EACH WEB PLY WITH 16d NAILS @ 6" OC. 8 F— 3X5,1 8-3-13 (A) 3 X 6 III �17- -0 4X4 Al) 1.5X4111 5X7- 5X9= 5X711 R=2229 U=1395 W=3.5" R=3907 U=2472 W=4.633" 11-11-0 _1,1 11 0-6-6 3_L—i 14-4-9 Over 2 Supports -- > PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.3125" Ft. —WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R151-91498 BRACING. REFER TO BIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED I ,` T C D L 7.0 P S F DATE 1 2/0 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +�''�;�3E�:' T _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .•'_�� BC DL 5.0 PSF DRW HCUSR151 02339112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO l�iL' . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fABft ICATI NG, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = + t BC LL 10.0 P S F H C-ENG M N M/M M A SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i •� T 0 T.L D. 42.0 P S F S E A N - 24546 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PNOfESSIONAL ENGINEERING �s�s1'•�` ��,•'� D U R.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS % ^�j�•C�� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C '•� SPACING 2 4.0° J R E F - 1 RYA 1 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0931-PLAN 2004 - H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W10 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 154 PLF at 0.00 to 154 PLF at 22.50 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 22.50 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SHIM ALL SUPPORTS TO SOLID BEARING. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4= 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 8 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 3X5 3 X 5 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W10 T 5X5 1-3-14 NOTE: —L 17-7-0 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 8 r + + 16-8-12 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 3X6 III CATALOG FOR PROPER APPLICATIONS. 12-6-3 3X5�i 3X5 5X12 +14-11-0 J 5.43 +13-1-5 3 X 5 3X5 111-3-9 3X5 0-8-15 + �9-7 7 T R=1035 U=446 W=3.5" R=744 U=321 W=3.5" IIIR=728 U=314 W=3.5" R=639 U=275 R=294 U=180 W=3.5" R=581 U=250 W=3.5" R=119 U=180 W=3.5" �4-1-12 -IE 4-0-0---4-0-0 -1E 4-0-0 �E 4-0-0--J I� 17-7-14 4-10-2 �J 17-10-11 r 4-7-5 1 fE 22-6-0 Over 7 Supports —� Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE_ 19.61a FL 3 R - Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-91499 BRACING. REFER T?,HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Vy T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. 1' "IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'Q��F� �Y BC DL 5.0 PSF DRW HCUSRI5I 02339092 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOk].•••••••jF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ? J' B C L L 10.0 P S F HC-ENG M N M MMA ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ♦ j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A113 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9 Qt TOT.L D. 42.0 P S F S E A N - 24633 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIROTE SS I ON CONNECTORS PERDRA WIN GS �fi•q •�11 Alpine Engineered Products,Inc. RESPONSIBILIITY SOLELYTHE FORSTHE TRUSSICOMPONENT DESSIGNICATSHOWryCEPTANCE THE OSUITABILITYOAND USENAL ENS I0FETHIS s I NG /�7 vp�j,D f�� D U R.FAC. 1.25 FROM KEN IlHlne3 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C� � 1@ E� SPACING S E E A B O V E J R E F - 1 RYA 1 5 1_Z 1 2 FL Certificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. wµ N (80931-PLAN 2004 - 112) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2X4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. HANGER= SIMPSON'S HUS26 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. FILL ALL NAIL HOLES. NOTE: 4X4= SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 8 CATALOG FOR PROPER APPLICATIONS. 3X5 3X5. 5X5 i 1-8-2 17-7-0L 8F 1.5X4 III 5X12 12-10-6 3X5% 3 X 5 —I 5.43 3 X 5 3X5�i 1-1-2 5X5 9-7-7 1.5 III I� 17-7-14 �� 4410_ J r 17-10-11 22-6-0 Over 2 Supports R=945 U=297 W=3.5" R=945 U=480 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 9.61a FL 3 R - Scale =.25" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--91500 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN37 ITUTE, 583 D'ONOFft IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR[OR TO I _.YN��'�Nr T C D L 7.0 P S F DATE 1 2/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED I"cc STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMP IMPORTANT ' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tI �lF�r BC DL 5.0 P S F D R W HCUSR151 02339093 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO I4�••.•••••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLSNG AND IIII LY' B C ILL 1 0.0 P S F H C-ENG M N M/MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN t i = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '�T7: �' Of '� TOT.LD. 42.0 PSF SEAN - 24590 EACH FACE OF TRUSS, AND ONE ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '4 1 S •w DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :C�;;�[01110 =•V�! D U R FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS t ' ......••�'t�� 112 ReS City,FL 33844 COMPONENT FOR ANY PARTICULAR EDIL DING IS THE RE SP ON$IB SL I TY OF THE BUILDING 9E SIGNER, PER DeC riEYIK'�{� SPACING 24.0" JREF - 1RYA151_Z12 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. w .» (B0931-PLAN 2004 - H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0.09" DUE TO DEAD LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4= LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 3X5�� 3 X 5 T 1-8-2 3 X 5 17-7-0 $ r 5X12 1.5 X 4 III 14-4-11 5X5% 3 X 5 —' 5.43 5 X 5 1.5X4 III 8-1-2 3X6(A6R) 21-0-6 4 - 3j 21-3-2 1 25-10-7 Over 2 Supports R=1099 U=300 W=3.462" R=1074 U=486 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a_ FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--91501 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONDFRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 1 2/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED """,�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��'L ?/�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y BC DL 5.0 P S F D R W HCUSR151 02339094 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �.��y(tt BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ! v �7� B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN •_ =r SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE } CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Zp: pt Ar l� T 0 T.L D. 42.0 P S F S E 0 N - 24620 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 3(t'Y �l� OF (, Alpine Engineered Products,Inc. RESPONSIBIRA INGS LOTY SOLELYTfORSTHE OR US SICOMPONENT DES DRA NG DIGNTSHOWN11 ACCEPTATHE NCE OSUITABILITYOAND USENAL GIOfETHNSi �P\�v D U R.FAC. 1.25 FROM KEN Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 19 SPACING 2 4.0" J R E F - 1 RYA 1 5 1—Z12 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. �+i, (80931-PLAN 2004 - 1-14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.09" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X5= HANGER= SIMPSON'S HUS26 1.5X4 III 1.5X4 III FILL ALL NAIL HOLES. NOTE: 3X50 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 5-5-7 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3 X 5 +17-7 0 8 r 5X12=_ 3X3= 14-11-5 5X5 3 X 5 J 5.43 5 X 5 1.5 X 4 III 8-1-2 3X6(A5R) 1' 1-4-1 21-10-4 �j_ 4-0-3 �I 21-3-2 T 4-7-5 fE 25-10-7 Over 2 Supports R=1184 U=322 W=3.462" R=1071 U=557 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BL!)G CODE 19.61a FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-91502 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .,�~`'�"� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACTED �y�y� T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �7.........• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .'tj�F B C D L 5.0 P S F D R W HCUSR151 02339095 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN V FAILURE TO • BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 6 t BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF Q TOT.L D. 42.0 P S F S E Q N - 24617 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER TL%-1. !�. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE SS[ONAL ENGINEERING 'Yy I%6I R,O�'•y Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t� \� D U R.FAC. 1.2 5 F ROM K E N Hames City,PI 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D 2 CR��EN+,r ...ertificateofAuthorizatlon0567 ANS17TPI 1-1995 SECTION z. .,,,,,,'wo SPACING 24.0" JREF - 1RYA151_Z12 (80931-PLAN 2004 - H5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.92 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.09" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X5= HANGER= SIMPSON'S HUS26 1.5X4 III 3X5= FILL ALL NAIL HOLES. NOTE: 3 X 5 6-9-7 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X5,i 8 17-7-0 F— 3X5= 5X12 = 16-3-5 1.5X4 III 3 X 5�i 3X5 5.43 5X5 1.5X4 III 8-1-2 3X6(A5R) 1-4-1 2-0-3 23-10-4 21-3-2 4-7-5 25-10-7 Over 2 Supports J R=1184 U=301 W=3.462" R=1071 U=597 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND —^ T C L L 20.0 P S F REF R151 --9 15 03 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE OF INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 C D L 7.0 P S F DATE 12/05/02 S7R UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .\�L .••• f� *PRODUDR SA NINC. SH ARNl NOTABEDR ESPONSIBLE Of ORGNANO TDEYIATIONLFROMNT H D]STDESIGN; AANYNE FANL UREE TOD .j I O C D L 5.0 P S F D R W HCUSR751 02339096 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN MBC LL 10.0 PSF NC-ENG MNM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALY. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E A N - 24624 S� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %rrA- '7 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =�j/• x'( P,'•� D U R.FAC. 1.25 FR0M K E N Alpine Engineered Products,Inc. ftE SPONSIB ILITY SOLELY FOR THE Tft USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS = V�y•OR1O.' IlamesCity,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dc- 4M�� SPACING 24.0" JREF 1RYA151_Z12 FL Certificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. "` ... (B0931-PLAN 2004 - H6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.09" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4 III 3 X 5 i 3X5 8-1-9 5X5 8 r 17-7-0 3X3= 17-7-7 3X5% 5X5(R) % 3X5-- 5.43 5 X 5 1.5X4111 8-1-2 3X6(A5R) jAILI 1-4-1 0-1-4 21-3-2 4-7-5 L- 25-10-7 Over 2 Supports R=1184 U=275 W=3.462" R=1071 U=640 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.125" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 0 P S F R E F R151-91504 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE ..... T C D L 7.0 P S F DATE 1 2/0 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRD PERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j B C D L 5.0 P S F D R W HCUSR151 02339097 PRODUCTS, INC. SHAH NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO �F•••• '•�,j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = * f i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 42.0 P S F S E O N - 24604 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =9 (� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERINGS Alpine Engineered Products,Inc. RESPONSIBIAW LLITY SOLELYTFORSTHE TTRUSSEA ON ICOMPONENT DESSIGNTES SHOWN EPTATHE CSUITA8ILITYOAND USEIOFNEER TTHIS C�tS �. •��r D U R.FAC. 1.2 5 FROM KEN Hames City,FL 33844 COMPONENT POR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 1HE BUILDING DESIGNER, PER Dec`B, RB®ENG\ FLCertificateofAuthotizanonN567 ANSI/TPI 1-1995 secnory z. SPACING 24.0" JREF - 1RYA151_Z12 (B0931-PLAN 2004 - H7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.08" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 1.5 X4 III 3X5�i 3X5 i 7-1-3 5X5 17-7-0 16-7-1 8 r X3= 5X5 3X5% 3X5-- 5.43 5 X 5 1.5X4 III 8-1-2 3X5(A5R) 1-4-1 21-3-23 0 12 LE 24-3-14 Over 2 Supports --33- R=1119 U=268 W=3.462" R=1006 U=613 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE i9.61a FL 3 R - Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--91505 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~� T C DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G^�•!!�4gp, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �c� k BC DL 5.0 P S F D R W HCUSR151 02339098 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 1 0.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRI SIGNS OF NO (NATIONAL DESIGN = + SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L p:• i TOT.L D. 42.0 P S F S E Q N - 24598 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER >4 r(A Alpine Engineered Products,Inc. RESPONSIBILOTY SOLELYT FORHE THE TRUSS EAL ON I COMPONENT DESIGN S DRAWING N T SHOWN.ES PT ATHE OSUITABILITYO AND USE NAL ENGI OF E T HES sba+� ►+ D U R.FAC. 1.25 F R Q M K E N IlatiieSCity,Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER De 19 ALEN '• SPACING 24.0" JREF - 1RYA151_Z12 FLCeitificateofAuthorizanon#567 ANSI/TPI I-1995 SECTION 2. (130931-PLAN 2004 - H8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.50 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 1.5X4 III 3 X 5 3X511 5-11-5 5X511 �1 -7-0 3X3= 8 1- 15-5-3 5X5 3 X 5 3 X 5 —' 5.43 5 X 5 1.5X4 III 8-1-2 3X5(A5R) 1-4-1 21-3-2 1 3-1 fE 22-7-1 Over 2 Supports- - R=1047 U=260 W=3.462" R=933 U=583 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND J T C L L 20.0 P S F R E F R151--91506 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TC �p�'Ap PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`1w-, (�eti� T C D L 7 .O P S F DATE 1 2/0 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �V`9P*' '••A, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCU$R151 02339099 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �•(LP qj.•.�i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + •V �'j B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CO Nf OR MS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = .!: SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 2 �(4 TOT.L D. 42.0 P S F S E A N - 24594 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGUa�Op'•��4 D U R.FAC. 1.25 F R O M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec�'l �FCQENG SPACING 24.0" JREF - 1RYA151_Z12 FL Certificate of Authorization#567 ANSI(TPI 1-1995 SECTION 2. r (80931-PLAN 2004 - 9'10" H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. +22-3-4 R=219 U=198 3X5 5.66 F- 5-0 2 5-0 2 17-7-0 1.5X4 III 04= R=413 U=180 2X4(Al) L, 1-10-10 — 9-11-9 ,I 9-10-13 Over 3 Supports R=447 U=264 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T G L L 2 0.0 P S F R E F R151-91507 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ^ '71 BC DL 5.0 P S F D R W HCUSR151 02339100 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TJ ��iy*r•�l'� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I � ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN a A F i BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL L *f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .9 ! T 0 T.L D. 4 2.0 P S F S E O N - 1 6 6 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R O M K E N Alpine Engineered 33844 COMPONENT RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SROWN. THE SUITABILITY AND USE OF THIS Dec t p EN SPACING S E E ABOVE J R E F - 1 RYA 1 5 1_Z 1 2 Haines Ct FI, 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER .fps FL Certificate OF!>_utho1izatio #567 ANSI/TPI 1-1995 SECTION 2. 'y. (B0931-PLAN 2004 - 7'0"14 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC HIPJACK SUPPORTS 5-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 R=113 U=180 3X5 5.66 F- 3-8-2 3-8-2 17-7-0 1.5X4 III 3X3= R=187 U=180 2X4(A1) IF 1-10-10 —IE 7-1-10 _I I-7-0-14 Over 3 Supports R=287 U=181 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C LL 20.0 P S F R E F R151-91508 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO + M.yy T C DL 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �f' �'� 1A **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 02339101 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN V FAILURE TO `� C •1� . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND j �+ ! : B�, i L 10.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ • + SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L� OF TO 1 .LD. 42.0 P S F S E Q N - 1664 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Vr -- Alpine Engineered Products,Inc. RESPONSIBIAWINGS LOITY SoLELYTHE FORSEA THE OTRUSSICOMPONENT DESSIGNINDICATES SHOWNCEPTATHE SOITABILITYE OF OAND 0SENAL IOFETHIS "sINGc�S Q��b... .'Z � OUR.FAC. 1.25 FROM KEN Hames City,FT. 33H44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DEGI6NEft, PER Dec'' ��Q�{� SPACING SEE ABOVE JREF - 1RYA151_712 PLCertl'.teofAuthoiZation#567 ANSI/TPI 1-1995 SECTION 2. ��'��111 (80931-PLAN 2004 - 2'9"15 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC HIPJACK SUPPORTS 2-0-0 SETBACK JACKS WITH NO WEBS. PROVIDE (2) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. 5.66 f— 9-5-6 T T 1-I8-2 1-8-2 8-1-2 .L 2X4(A1) LE 1-Io-10 X1_2-10-11 2-9-15 Over 3 Supports R=140 U=180 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r T C L L 20.0 P S F R E F R151--91509 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED l TC D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMP IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 5.0 P S F D R W HCUSR151 02339102 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OFSIGN, ANY FAILURE TO R �r'�r�tlPr�`� •, BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND s �'`+ •••••••• F BC LL 10.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ .; SPECIFICATION PUBLISHED BV THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j CONNECTORS ARE MADE OF 2BOA ASTM A653 GR40 GA LV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO {9: fQ T 0 T.L D. 42.0 P S F S E Q N - 1666 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOC ATE ON THIS DESIGN, POSITION CONNECTORS PER �� Alpine Engineered Products,Inc. RESPONSIBIAWIN LITY SOLELYTHE EOftSEAL THE ORUSSTHE COMPONENT DEDSIGNTSHOWNCEPTANHE CE OUITABILITYHOT ES S OAND USEIUFETHNS ctS'% �L„R1161 \ a D U R.FAC. 1.2 5 F R 0 M KEN Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER p e IS P A C I N G S E E ABOVE J R E F - 1 RYA 1 5 1_Z 1 2 FL CeRlficate OfAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. (B0931-PLAN 2004 - 7' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 22-3-4 =164 U=191 8 r 5-0-7 5-0-7 R=105 U=180 2X4(Al) L.--1-a-0-1E 7-0-12 L7-0-0 Over 3 Supports R=401 U=201 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--9 1 5 1 0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SO ITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`G` �, T C D L 7.0 P S F DATE 12/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �iC tt�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED gI IFI� } B C V L 5.0 P S F D R W HCUSR151 02339103 PRODUCTS, INC. SH AIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .,��•••• •• BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L 10.0 P S F HC-ENG M N M M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR 0VIS[ ONS OF NDS (NATIONAL DESIGN = ♦ S SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t�: � �• i� T D T.L D. 42.0 P S F S E 0 N - 24476 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CCN NE CTORS PER -- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING = /S+:;rl Rot-' D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �CN FlallleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER • L" SPACING 2 4.0" J R E F - 1 RYA 1 5 1_Z 1 2 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Dec ItV M,.r (80931-PLAN 2004 - 5' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2 1109 U=180 z F— T 3-8-7 3-8-7 4 1-0 R=70 U=180 2X4(A1) = �1 a OSE 5-0-12 �5-0-0 Over 3 Supports R=322 U=188 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T G L L 20.0 P S F R E F R 1 5 1--9 1 5 1 1 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONO FRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLE SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~ TC DL 7.0 P S F DATE 12/05/02 STR UCTORAE PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V B C D L 5.0 PSF D R W HCUSR151 02339104 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1• ��t I• A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t : B C L L 10.0 P S F HC-ENG M N M/MMA BRACING OF TRO SSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYIS SIGNS OF NDS (NATIONAL UE SIGN = + _ _• SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A153 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S A L i I TOT.L D. 42.0 P S F S E O N - 24483 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TM IS DESIGN, POSITION CONNECT ORS PER T'�^Y 1 �7�' (L(,.� Alpine Engineered Products,Inc. RESPONSIBI60TY SOLELYTFORSTHEEA I ORUSSICOMPONENT DE DS IG NT SHONNCEPTATHE OSUITABILITYOAND OSEENG IOFETNNSav D U R.F A C. 1.2 5 FROM K E N IlaltteSC'tyX 33�aa COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING 24.0" )REF - 1RYA151_Z12 FL Certificate ofAuthorizahon#567 ANSI/TPI 1-1995 SECTION 2. '�. LYr (80931-PLAN 2004 - 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. +211-4 R=109 U=180 8 3-8-7 3-8-7 R=70 U=180 2X4(A1) L<1-4-0,1.. 5-0-12 �-5-0-0 Over 3 Supports R=322 U=188 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--91512 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.Q P S F DATE 1 2/ 5/Q 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED /"``11 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • �,'I� "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �Y BC DL 5.0 PSF DRW HCUSR151 02339105 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE4 IATION FR GM THIS DESIGN; ANY FAILURE TO {`� J.••�.( BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND =iii •(� �•� B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Pft OVI SIGN$ OF NDS (NATIONAL DESIGN ? + SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L A': nr Q TOT.L D. 42.0 P S F S E Q N - 24479 EACH FACE NGS IOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAW I Alpine Engineered Products,Inc. INI RESPONSIBI60ITY SOLELYTFORSTHE E A ORUSSICOMPONEIT DEDRAWING DSIGNTSHOWryCEPTATHE OSU[TABILITYRO ESS OAND USEIOFERHIS Ls Q�GR��4�•'� � OUR.FAC. 1.25 FROM KEN Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D erx EN/" SPACING 2 4.0" J R E F - 1 RYA 1 5 1_Z 1 2 FL Certificate ofAuthorization 4567 ANSI/TPI 1-1995 SECTION 2. ��"""55.. ,. (B0931-PLAN 2004 - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.46 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC +157-4 8 FF--- R-47 U=180 2-I4-7 2-4-7 �L-0 R=35 U=180 2X4(Al) I�-1-4-0--L.E 3-0-12� 3-0� 0 Over 3 Supports R=252 U=185 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--9 15 1 3 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 11tf`k. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '` , T C D L 7.0 P S F DATE 1 2 0 5 0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�1:••••..'�//• / / **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1A 1 BC DL 5.0 PSF DRW HCUSR151 02339106 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ! .$ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING, SHIPPING, INSTALLING ANG ? B C L L 10.0 P S F HC-ENG M N M/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIO NAI DESIGN s + _ SPECIFICATION PUBLISHED BY THE AMERICAN FU0.EST AND PAPER ASSOCIATION) AND TPI. ALPINE =9 t CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONN[CTORS TO QS TOT.L D. 42.0 P S F S E A N - 24481 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A w3f DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Z��.i'l�ppR_�QP'•� Q D U R.FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS D e c� Y F �\ llutrieS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER •"� SPACING 2 4.0" J R E F - 1 RYA 1 5 1_Z 1 2 FL Ct'LtIflCate ofAuthorimtion#567 ANSI/TPI 11995 SECTION 2. ..h,•,�•.� (B0931-PLAN 2004 - 2' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.63 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC 8 (— +9T5=5_6 IR 36 U=180 1-8-7 1-8-7 +a—L-2 R=17 U=180 2X4(A1) L-1-4-01112-0-12--j 2-0-0 OveSupports R=228 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61P FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--91514 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _yew T C D L 7.0 P S F DATE 1 2/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED N" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .\��._ r/� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V BC DL 5.0 PSF DRW HCD$R15I D2339ID7 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I �f4A�� y BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l l C9'••,•••,� B C L L 10.0 P S F H C-E N G M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = + _ _ SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =�:� � 9 TOT.L D. 42.0 P S F S E Q N - 24459 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER wl. �� Q DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ASHOWCCEPTANCE OF PROFESSIONAL ENGINEERING C�4 F�UH10p:•tib D U R.FAS IBC. 1.2 5 FROM K E N 4fIpIDllame�s City,Fneered 33844,Ir1C. RESPON COMPONENTTIFORYANYYLPARTICCULARTHE BUILDINGOISOTHETREESPONSIBILLITY OF TME BUILDIINGSUITABILITY DESIGNER, PER 7H[S Lou FLCertiGcateofAuthorization#567 ANSI/TPI 11995 SECTION 2. Dec' R �N+,,+ SPACING 24.0" JREF - 1RYA151_712 (B0931-PLAN 2004 - 1' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 48" OC PROVIDE (2) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOENAILS AT BOTTOM CHORD. 8 8-9-6 1 0-7 1-0-7 8-1-2 2X4(Al) L.,1-4-0, 1-0-0 Ove pports R=257 U=211 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 R - Scale =.375" Ft. **WAR RSES OUIREXTREME CARE IHANDLING, SHIPPING, INING NO TC LL 20.0 PSF REF R151--91515 BRACING. REFERTOHIS-9 (HANDLININSTALLING BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFft IO OR., SUITE 200, MAOI SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �Mw„ T C D L 7.0 P S F DATE 12/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC HEO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �`l;."'• **IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *�_ � I/ B C D L 5.0 P S F D R W HCUSR151 02339108 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC :V �l ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING, SHIPPING, INSTALLING AND =! = B C L L 10.0 P S F HC-ENG M N M/M M A BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL DE'If,N , SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S'�� •Q T 0 T.L D. 42.0 P S F S E 0 N - 24463 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ( Z�ii •{(� Alpine Engineered Products,Inc. RES PO NS IB ILIAW NIS OTY SOLELYHE FOR STHE TRUSS COMPONENT DESIGNES SHOWN,EPTACE THE SUITABILITYONAL AND USE OF TTHIIS _/S7}F....,0 r\�wQ D U R.FAC. 1 2 5 FROM KEN TlaineS FL City, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V FLCeRificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Dec SPACING 24.0" JREF - 1RYA151_Z12 ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, 1 = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE ' (1) 2X4 'I" BRACE " (2) 2X4 "L" BRACE •" (1) 2X6 "L" BRACE " (2) 2X6 "L" BRACE "" GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP H GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B #1 / #2 3. 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 11 1" 11' 1" 13' 9" 13' 9" GROUP A: HF STUD 3' SPRUCE-PINE-FIR HEM-FIR W0 1 1 STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12 I1" 12 11 1 2 STANDARD z s!T �.� 1 3' 11" 6' 3" 6' 8" 7' 4" 7' ll" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 STUD 3 STANDARD Sp #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" P #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE Q CQ DFL L STUD 3' 8" 5' 6" 5 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 3 STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13'-2" 13' 2" STANDARD STANDSTUARD �-- 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" E_ SPF #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" b� HF STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W ® lli' STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" I1' 8" 14' 0" 14' 0" > 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM—FIRBTT 1 & BTR SP #2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" I w #3 4' 3" 6' 9" 6' 9" 8' 5" 8' it" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" r 1 D FL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" rSOUTHE�RN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' it" 14' 0" 14' 0" 1 - 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1 # " 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 S P F #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14. 0" 14' 0" 14' 0" HF STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' (D STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' e" it' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: ,x #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" it' 11' 14' 0" 14' 0" 14' 0" 14' 0" Gla Sp 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 ¢' 8" 7' 10" 7' 10" 9' 3" 9 9 11' 1 11 8" 14' 0" 14' 0" 14' 0" 14' O" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFLFS#2 TUD 4 8 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF rc DEAD LOAD). ANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13 9" 14' 0" 14' O" GABLE END SUPPORTS LOAD FROM 4' 0" ABOU j� QUTLOOKERS WITH 2' 0" OVERHANG, OR 12" f + PLYWOOD OVERHANG. ATTACHEACH "L" BRACE WITH IOd NAILS. GABLE TRUSS 2X4 #2N OR BETTER 'k FOR (1) "L" BRACE: SPACE NAILS AT 2" QC. DIAGONAL BRACE OPTION: T + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE #'k FOR (2) "L" BRACES: SPACE NAILS AT 3" Q.C. DOUBLED WHEN DIAGONAL + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L t "L" BRACING MUST BE A MINIMUM OF 802 OF WEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ## TOTAL LENGTH IS 14'. GABLE VERTICAL PLATS SIZES 2X4 SP OR DF-L STUD VERTICAL LENGTH NO SPLICE OR #3, SPF #1/#2, H-F #2 18" # OR BETTER DIAGONAL LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN L 1 + + + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. BRACE; SINGLE OR LESS THAN 11' 6" ,} DOUBLE CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4 AT UPPER END. CONTINUOUS BEARIN I' + REFER TO COMMON TRUSS DESIGN FOR .`IIIV_!I'\ PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98—GAB12015 INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DATE 09/1001 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, G TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �`,,...., HAVE A PROPERLY ATTACHED RIGID CEILING. SIFT DRWG A12015EC0901 xxlMppRTANT-- FURNISH A COPY OF THIS DESIGN Tp THE INSTALLATION CONTRACTOR. ALPINE •ZQ Cq ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS FFF ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH . * i t APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE =p J 7 ASTM A653 A653 CAN FOREST GALV.AND PSTEELAPER AEXCEPTT AS ASSOCIAND ATION) APPLYI. CONNECTORS TO EACH FACERE MADE °OF OGA (<� STALE OF t Ag. TOT. LD. 60 PSF 7ALPINE ENGINEERED PRODUCTS, t ROpSyS}j�1CSD,bUONLLESS THE SEALDTH SON CATEHIS DRON TTI INDICATESACCEPTANCES DESIGN, OSITIO NNECTORS OF PSRONAL `�/v�•��C DP\N POMPANO BEACH, F STNEE RINEY RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �tjQ •�� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Dec 0�'�yyV © MAX. SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 "T" Sym GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES 2X4 "T" MEMBER ABOUT + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0". BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 / + REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + • IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM 'T." TO "I"' REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) + EXAMPLE: 2*2X4 2X4 "L" BRACE. GROUP A, OBTAINED FROM THE GABLE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL LENGTH 2X8 SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF, SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 7 + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 % Li 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 % 40 % + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 %15 FT 2x6 20 % 40 7. RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOE SIAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7. AND BOTTOM CHORD. 15 FT 2x6 10 7 30 % "T" GUN DRIVEN NAILS — 0.131" X 3": 80 MPH 2x4 20 % 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 % 20 % OR SBCCI WIND LOAD. 15 FT 2x6 0 7 20 7 GABLE TOENAILSASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % TRUSS SPACED AT A11015EN0699, A10015EN0699, A09015EN0699, A08015ENO699, A07015EN0699 30 FT 2x6 10 7 30 % 4" O.C. A11030EN0699, A10030ENO699, A09030ENO699, A08030ENO699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 511015EN0699, S10015ENO699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030EN0699, S09030EN0699, S0803OENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS MAXIMUM "P" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 INSTALLING RUSSES REQUIRE ING A DBRACING. REFER TO EXTREMECARE HANDLING FABRICATING, GNAND BRACING),PUBLISHED REF LET—IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, /�" .u,�Ar/ DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. xxIMPORTANTxx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �j�FIC••. DRWG GBLLETIN1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 'a ALPINE2 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • t NIX 47182S{, —ENG DLJ/ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE I ! 3 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA L STATE OF; ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF AX TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS, 1 Bf�U,Sy�SIEryAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C ••:F1dR1�P,.'4. POMPANO BEACH, F SUITABE IN RESPONSIBILITY IBIL TY SOLELY FOR7 THE SEAL ON THIS AWING INDICATES ACCEPTANCE OF ENT HE TRUSS COMPONENT ULAR DDILDING IS THE PROFESSIONAL De �j�y=....EN�� DUR. FAC. ANY RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TP] 1-1995 SECTION 2. Ww..w.•' MAX SPACING 24.0 A _ ., BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS NAIL TYPE 2X4 2X6 2X8 2X10 2X12 AND STAGGER NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED 8d BOX 0.113"X2.5" 3 6 9 12 15 TO AVOID SPLITTING. 10d BOX 0.128"X3" 3 5 7 10 12 A — EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS 12d BOX 0.128"X3.25" 3 5 7 10 12 OF NAILS (6 NAIL DIAMETERS) 0.135"X3.5" 3 5 7 10 12 B — SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) 16d BOX C — END DISTANCE (15 NAIL DIAMETERS) 20d BOX 0.148"X4" 2 4 5 6 8 IF NAIL HOLES ARE PREBORED, SOME SPACING 8d COMMON 0.131"X2.5" 3 5 7 10 12 MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: 10d COMMON 0.148"X3" 2 4 6 8 10 * SPACING MAY BE REDUCED BY 507 SPACING MAY BE REDUCED BY 337 12d COMMON 0.148"X3.25" 2 4 6 8 10 ** 16d COMMON 0.162"X3.5" 2 4 6 8 10 BEARING BLOCK TO BE SAME SPECIES, 0.120"X2.5" GUN 3 6 8 11 14 SIZE AND GRADE AS BOTTOM CHORD. 0.131"X2.5" GUN 3 5 7 10 12 0.120"X3.0" GUN 3 6 8 11 14 C** NAIL 0.131"x3.0" GUN 3 5 7 10 12 LINE A MINIMUM NAIL SPACING DISTANCES DISTANCES B* NAIL TYPE A B* C** 1 1 1 I 1 1 1 1 8d BOX (0.113"X2.5") 3/4" 1 3/8" 1 3/4" T T T T B/2* 10d BOX (0.128"X3") 7/8" 1 5/8" 2" 12d BOX (0.128"X3.25") 7/8" 1 5/8" 2" A 16d BOX (0.135"X3.5") 7/8" 1 5/8" 2 1/8" 20d BOX (0.148"X4") 1" 1 7/8" 2 1/4" AAA C** DIRECTION 8d COMMON (0.131"X2.5") 7/8" 1 5/8" 2" A OF LOAD AND NAIL ROWS lOd COMMON (0.148"X3") 1" 1 7/8" 2 1/4" 12d COMMON (0.148"X3.25") 1" 1 7/8" 2 1/4" 16d COMMON (0.162"X3.5") 1' 2" 2 1 2" 0.120"X2.5" GUN 3/4" 1 1/2" 1 7/8" 0.131"X2.5" GUN 7/8" 1 5/8" 2" 8" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN 0.131"x3.0" GUN 7 8" 1 5 8"0.120"X3.0" GUN 3/4" 1 1/2" 1 7 7 (12" MINIMUM — 24" MAXIMUM) THIS DRAWING REPLACES DRAWING B139 AND CNBRGBLK0699 WARNING ■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF BEARING BLOCK INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ' ► DATE 12/16/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, X ' o r DRWG CNBRGBLK1299 ■IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �Z�F�C ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 01 1C ALPINE2 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ;V —ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE * R AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA Spa ASTM A653[[�GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OFNNECTORS PER STA IE OF .Q ALPINE ENGINEPOMDAN PRODUCTS, RUCHEGS INIC�ORESPONSS AND, UNLESS o BILITYSSOLELOCATED LYSFORATHIEtw GTRUSS COMPONENTPT EN IOGNOSHOWN.ESTHONAL ==�'/s+`::�(ORI�P'� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THER �O•EN� RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE " (1) 2X4 "L" BRACE ' (2) 2X4 "L" BRACE " (I) 2X6 'T" BRACE ' (2) 2X6 "L" BRACE '� GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B �1# #2 3' 5 5' 11" 6 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' S" BRACING GROUP SPECIES AND GRADES: SPF 3 3' 4" 4' 11" 4' 11" 5" 6' S" 8' 4" 8' 4" 10' 10' 0" 13' 1" 13' 1" GROUP A: T T F STUD 3' 4" 4' 10 4' 10 6' 5" 6' 5" 8' 4" 8' 4" W 0 1 1 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" SPRUCE-PINE-FIR HEM-FIR 1 2STANDARD 2 STUD I-� 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 STUD 3 ISTANDARni S P #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di CQ DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 3 r , STUD STUD `.J STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STANDARD STANDARD a 1 2 3' 11" 6' 9" 6' 11" 8' O" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" S P F #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" �i HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: W 0 1 1 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR S P 1 & BTR 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 w #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" a DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' S" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" t - 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9'" 13' 10" 14' 0" 14" 0" 14' 0" 2 2 rF� S P F #3 4' 2" 6' 11" 6' I1" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" v T 7 F STUD 4' 2" 6' 11" 6' 11" B. 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 11 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q s P #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. C\) #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER DFL STUD 4' 5" 7' O" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 1 10' 6" 10' 9" 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM((E� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI'Y PLYWOOD OVERHANG. + GABLE TRUSS ATTACH EACH "L" BRACE WITH IOd NAILS. 2X4 #2N OR BETTER * FOR BRACE: SPACE NAILS AT 2" O.C. IN 18"" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T *R FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 18" IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT f + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 870# BRACE MEMBER LENGTH. AT EACH END. MAX WEB *; TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L #2. VERTICAL LENGTH NO SPLICE OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR + LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. DOUBLE CUT L 1 + GREATER THAN 4' 0, BUT 2X4 ,1 (AS SHOWN) AT LESS THAN UPPER END. GREATER THAN 11' 6" 2.5X4 ONTINUOUS BEA IN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GAPLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12030 INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIOTHESE DR., SUITE 200, MADISON, WI. E IND FOR ! � DATE 09/10/01 SAFETY PRACTICES PRIOR 7❑ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY IMPORTANTT*- FURNISHCAECOPYGID OFCTHISNG.DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE iSIF!C,q DRWG A12030EC0901 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ' ALPIIJEZ DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, + —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = • _ 4471 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _,� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE DF 20GA STATE OF f AX. TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Xf�`:, " ALPINE ENGINEERED PRODUCTS, 1 RU�Sy�SB�1AND,(�UNLESS OTHERWISE SEAON LOCATED ATEIS DRON THING S DESIGN, POSITION ANCCONNECTORS E OF PSRONAL 'CjS''p��HIUP:'+ POMPANO BEACH, F i�11�(EERINN RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE "0�✓I:�G\ SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Dec 0 .+� MAX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. El)!"� PREPARED 9/10/03, 8:06:37 INSPECTION TICKET PAGE 1 CITY OP ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/10/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD, 1871SURC CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - -11- APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 3/28/03 LJH BD FOOTING TIME: 13 :00 4/08/03 DP 11 01 5/15/03 LJH BD SLAB TIME: 13 :00 5/16/03 AP 17 01 6/17/03 LJH BD SHEATHING TIME: 17:00 6/18/03 AP ROOF AND WALL SHEATHING 545-4753 AM OR PM 13 01 7/07/03 LJH BD FRAMING TIME: 08:00 7/08/03 DP COVER UP 1.TIE DOWNS AT GARAGE NOT NAILED. 2 . GROUT IN HOLES IN SLAB AROUND PIPES AND WATER SUPPLY NON-SHRINK GROUT. 3 . REF. ICE BOX NOT SUPPORTED ENOUGH. 4. FIRE BLOCK/STOP NOT IN. 13 02 7/11/03 LJH BD FRAMING TIME: 13 :00 7/14/03 AP 15 01 7/17/03 LJH BD INSULATION TIME: 08:00 7/18/03 AP 5 -4753 16 01 9/10/03 LJH FINAL TIME: 13:00 �. l'c' iDAVE 545 4753 ------------------------------------------------------------------------------------------------- PERMIT: ELEC 00 ELECTRICAL PERMIT SUB: DYNAMIC ELECTRIC COMPANY (904) 726-8144 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 7/11/03 LJH EL ROUGH TIME: 13:00 7/14/03 AP 23 01 9/04/03 LJH EL FINAL TIME: 17:00 9/05/03 AP EA Y POWER HAVE LETTER 23 02 9/10/03 LJH E FINAL TIME: 13 :00 (� (, VE 545 4753 ----------------------------- - -------------------------------------x�-------------------- PERMIT: MECH 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------- /ROUG ------------------------------------------------------- 32 01 7/11/03 LJH ME TIME: 13 :00 7/14/03 AP 34 01 9/10/03 LJH ME TIME: 13 :00 ClyQ - Lam]--- A4753 ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 41 01 5/06/03 LJH PL UNDERSLAB TIME: 08:00 5/07/03 DP 772-0900 1. PIPE SLEEVE ON PIPES THROUGH FOUNDATION WALL SHALL BE TWO PIPE SIZES LARGER. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 9/10/03, 8 :06:37 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/10/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD, 1871SURC CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - -11- APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 2 . FILL ANNULAR SPACE FOR ABOVE CONDITION WITH NON SHRINK GROUT. 43 01 7/11/03 LJH PL TOP OUT TIME: 13 :00 7/14/03 AP / 45 01 9/10/03 LJ �y PJC FINAL TIME: 13:00 (j� O 1'lv6AVE 545 4753 -------------------------------------- COMMENTS AND NOTES -------------------------------------- REARED 7/03/03, 14:02:21 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/07/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD,1871SURC CONTRACTOR : BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL -11 APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ----------------------------------------------------------------------------------------- N PERMIT: BLDG 00 BUILDIEG PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - ------- ---- ---- ------- ----------- 10 01 3/28/03 LJH BD FOOTING TIME: 13:00 4/08/03 DP 11 01 5/15/03 LJH BD SLAB TIME: 13:00 5/16/03 AP 17 01 6/17/03 LJH BD SHEATHING TIME: 17:00 CK#� 6/18/03 AP ROOF AND WALL SHEATHING 545-4753 AM OR PM 13 01 7/07/03 LJH BD FRAMING TIME: 08:00 ---------- -------- COVER UP ------------------------------------------------------------------------------------------------ PERNIT: ELIC 00 ELECTRICAL PERMIT SUB: DYNAMIC ELECTRIC COMPANY (904)726-8144 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 7/07/03 LJH EL ROUGH TIME: 08:00 ---------- -------- ------------------------------------------------------------------------------------------------ PERNIT: NECK 00 NECRUICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 7/07/03 LJH ME ROUGH TIME: 08:00 ---------- -------- ------------------------------------------------------------------------------------------------ PERNIT: PLBG 00 PLUMBING PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 41 01 5/06/03 LJH PL UNDERSLAB TIME: 08:00 5/07/03 DP 772-0900 1. PIPE SLEEVE ON PIPES THROUGH FOUNDATION WALL SHALL BE TWO PIPE SIZES LARGER. 2. FILL ANNULAR SPACE FOR ABOVE CONDITION WITH NON SHRINK GROUT. 43 01 7/07/03 LJH PL TOP OUT TIME: 08:00 ---------- -------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- //}�j/ ��,.__ CITY OF 7►"l�tixif�Kc Beat I^4"' Office of Building Official REQUEST FOR INSPECTION Dater Permit No.. Time A.M. Received _P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ED Footing ri Rough Wiring ❑ Rough U Air Gond.& 0 Re Roofing ❑ Stab E Temp Pole 17 Top Out 0 Heating Insulation O Lintel 0 Final ❑ Sewer ❑ Fire Place El Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs, FridayP.M. Inspection Made —* Inspector Final Inspection G [(—�-�} � � Certificate of Occupancy{_i 4--�' Date PREPiRED 3/d28/03, 10:16:39 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/28/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD,1871SURC CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL : 11 APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ------------------------------------------------------- --- ;--}-�}-�L��---- ---------- PUNIT: BLDG 00 BUILDING PRIMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 3/28/03 LJH BD FOOTING TIME 13:44 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARV" ', 16:50:03 INSPECTION TICKET PAGE 3 CITY OIr ej..... C BEACH INSPECTOR: LARRY J HIGGINS DATE 5/06/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD,1871SURC CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL -11 APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ® -- - i-- -- -------------- PBRNIT: PLBG 00 PLDNBING PERMIT REQUESTED INSP DESCRIPTION J" L 1 0 2003 TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------- ---l}f ---- ---------- -------------- 41 01 5/06/03 LJH PL UNDERSLAB TIME: 08 90 ---------- -------- 772-0900 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 7/16/03, 17:00:16 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD,1871SURC CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL -11 APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBRNIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 3/28/03 LJH BD FOOTING TIME: 13:00 4/08/03 DP 11 01 5/15/03 LJH BD SLAB TIME: 13:00 5/16/03 AP 17 01 6/17/03 LJH BD SHEATHING TIME: 17:00 6/18/03 AP ROOF AND WALL SHEATHING 545-4753 AM OR PM 13 01 7/07/03 LJH BD FRAMING TIME: 08:00 7/08/03 DP COVER UP l.TIE DOWNS AT GARAGE NOT NAILED. 2. GROUT IN HOLES IN SLAB AROUND PIPES AND WATER SUPPLY NON-SHRINK GROUT. 3. REF. ICE BOX NOT SUPPORTED ENOUGH. 4. FIRE BLOCK/STOP NOT IN. 13 02 7/11/03 LJH BD FRAMING TIME: 13:00 7/14/03 AP 15 01 2J17/03 LJH INSULATION TIME: 08:00 45-4753 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 7/10/03, 16:48:02 INSPECTION TICKET PAGE CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/11/03 - - - --------------------------------------------------------------------------------------- ADDRESS . : 1467 LAUREL WAY SUBDIV: TENANT, NBR: NEW SFR 1430RAD,1871SURC CONTRACTOR : BESTCON, INC, PHONE : (904) 246-3747 OWNER PHONE PARCEL . 11- APPL NUMBER: 03-00025390 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMHNTS ------------------------------------------------------------------------------------------------ 10 01 3/28/03 LJH BD FOOTING TIME: 13:00 4/08/03 DP 11 01 5/15/03 LJH BD SLAB TIME: 13:00 5/16/03 AP 17 01 6/17/03 LJH BD SHEATHING TIME: 17:00 6/18/03 AP ROOF AND WALL SHEATHING 545-4753 AM OR PM 13 01 7/07/03 LJH BD FRAMING TIME: 08:00 7/08/03 DP COVER UP l.TIE DOWN 'AT GARAGE NOT NAILED. 2. GROUT IN HOLES IN SLAB AROUND P HS AND WATER SUPPLY NON-SHRINK GROUT, 3, REF, ICE BOX N07 SUPPORTED ENOUGH. 4. FIRE BLOCK/STOP NOT IN. 13 02 '7111/03 LJH BD ING TIME: 13:00 -311_ --------- --------------------------------------------------------------------------------- PERMIT: ELIC 00 ELECTRICAL PERMIT SUB: DYNAMIC ELECTRIC COMPANY (904)726-8144 REQUESTED INSP DES IPTION TYP/SQ COMPLETED RESULT RE LTS/COMMENTS ---------------- ------------------------------------------------------- 22 01 �711/03 LJH ROUGH TIME: 13:00 ---------------(----------------------------------------------------------- PERMIT: MECO 00 NECNANICAL PERMIT REQUESTED INSP DESCRI ION TYP/SQ COMPLETED RESULT RESU S/COMMENTS -------------------- ----------- 32 01 ;/11/03 LJH M ROUcu ----------- 3333-- -- __ - ---3333-- ---- PERMIT: PLN 00 pi"- or- TYA/ spa a�A syoa� �,�o •,ow1y a ,s a`��ys�o�X10 � -a�� aw ob t•.a��y -oalsy`�$,��a yi�a� " stip°°-�'° • ' ��yo°°y -��,��aa° ,titi' ,op,�ysa�o•.�a� ss��o ti .�,�ti��°°` •.tizaa°s .,-spy°�$�oz �,��,�. .•- ��a pay° ti aPew ,Uo,� br5o� .Say U°„Qaaa 6y�6 eye�� o Jea oopo°°�so��e •wd ,t'��1.Od � br�N ONO N e oC 1 Sa�u1 No, ,�a5 0\0,\y otj pari?gy v -V4\a �1� a�e0 X\ a O 6J 0 x P 541 V.y ea 6o� o a !MP °N SNS , , � o s ` , , s ` �n , , ', ?^ Air, r-AS OA �^ w , VA % , .er � 11 % O` O V4 *, C2 tip y3� ��tiy ��°�. y a��z �.,� , p.�p •. � y�°oy pp•.�� ,.-y�3,�w�o,�yai�� y�,-a`��yiti" �ooy��3� •..�g� �5�,'��'ti�a gL� - '40 t'$I, 1'd� 3�'`Lp'�i �0 . - " d O _yda 3 �a ti COAC �� •c ��1NVlld �� '��ORiv�` NOTICE OF ADDITIONS or CORRECTIONS :' D• NOT REMOVE JOB AOORESS OM 1lqk7` G 1 w - Q THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Fit(t[ A uguC vuz <,set±Srr=_ c=am cz. �4 W ��>�<7 te+►,.G t.�.e c i� tom'-- $ .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 to approve the installation. After additions or corrections have been made,call 247-5826, Building Depart- PLUMBING ment for an inspection. Field inspectors EIEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. P'(LANl�c '.. _..�...r FtOR10a i OF ADDITIONS or CORRECTIONS :; D• NOT REMOVE JOB ADDRESS DATE b I- L4urzL _ - 0 THIS JOB HAS N&BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted t%.o4TetL C F. Lk D ��- gpjw to 5 $x$.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 to 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 B�oc p.m. Monday through Friday. r 1 p1LANrj�, F�0RIaP OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE V4(o � .� w •;Z `Q THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted M.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 to 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 BLDG p.m. Monday through Friday. FLDODP'LAai DEVELOPA,..1 N T' Ii`TFORMAT'ION Location:*. ' Type of Development: I Flood Zane;,,-_� Required Lowest Floor Elevation:-e. If building is located within a flood hazard zone, a surrey must be made AF ITER TBE SLAB HAS BEEN POURED, terrifying that the LOWEST FLOOR ELEVAnON is equal to or above the base flood elevation established for that zone. No final irmpection wfli be made and no certificate of occupancy will be issued until the survey is on file with the Building Department, COhOAENTS: A.ppiicant AcImowledgnent: I understand that the issuance of this permit is contingent upon the above ifiormadon being correct and that the plans and supportmg data bane been or sbaa be provided as required. i agree to comply with all applicable provisions of Ordinance No. 25-7-11 and ail other laws or ores acting the propo.QYevelopment. Datelac nes S' (/U Department Use: Required Lowest Floor Elevation ' S As Bu$t Lowest Floor Elevation Surveil Flied with Building Deeartmeat Building ., CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 _C r34t Application Number . . . . . 03-00026766 Date 8/28/03 Property Address . . . . . . 1467 LAUREL WAY Tenant nbr, name . . . . . . LAWN SPRINKLERS Application description . . . PLUMBING ONLY Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC H2O MANAGEMENT, I.NC. 3731 C .R. 220 MIDDLEBURG FL 32068 (904) 246-3747 (904) 282-6413 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/28/04 urged Paid Credited Due -------- ---------- ---------- ---------- 50 . 00 50 . 00 . 00 . 00 . 00 . 00 . 00 . 00 50 . 00 50 . 00 . 00 . 00 *** CMTXR RECEIPTach"* Dper: CKOKIREK Type: OC Drawer: 1 Date: 8/28/03 01 Receipt no: 85465 Description Quuaantity Asount 267 8p BUILDING PERMITS $50.00 Tender CKDECKS ai1 2115 $50.08 Total tendered $50'06 Total paysent $50'00 Trans date. 8/28/03 Tile: 11:37:20 r KUM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Z Y4 G tqu, .52� 1 W h y OWNER OF PROPERTY: =� --�^� TEL. V-7 PLUMBING CONTRACTOR: .�}rvA �?�v` CONTRACTOR'S ADDRESS: J - �� n7ieoyl�i3ulz G- STATE LICENSE NUMBER: �- I s`� TEL. _ �l HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER . WATER RE-PIPE (LIST FIXTURES BEING REPIPED) __OTHER TOTAL FIXTURES: X$7.00+ $35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: r 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. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5825-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23444 Address: 1467 LAUREL WAY Permit Type: CONSTRUCTION TRAILER ATLANTIC BEACH, FL 32233 Class of Work: OFFICE Township: Range: Book: Proposed Use: UTILITY BUILDING LOUSY Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: - OWNER INFORMATION Date Issued: 2/08/2002 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2002 Phone: 904 246-3747 Work Desc: CONSTRUCTION TRAILER CONTRACTOR(S) ._.,APPUCATiON FEES BESTCON, INC. .sem 25.00 NOTICE'.- BUILDING MATERIAL: < �r �•. :. � • .: ��:..-� •� �N�xT • ~ ��.: LIC SPACE,AND MUST BE CLEARED U -1tN� ,Y "FAILURE TO COMP L - IN THE PROPERTY OWNER PA - !SSUED ACCORDING TO APPRO AND SUBJECT TO REVOCATION =OR VIOLATION OF APPLICABLE ApR 08 2002 � --rrxx Date: C4! /BBT# Qe)- 41C ,Dare '38 ATLANTIC BEACH-EfUILDING T. 14 PER 88 Trans number: 882281 rK. rurrKs 9P77 M-0 Trans date: 4%88/82 Time: 14:43:45 Feb. 8. 2002 1 :68PM @ESTCON, Inc. No. 1241 P. i r City of Atlantic Beach• 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247-5805- bttp://www/ei.atlantie-beach.iLus PERMT APPLICATION FOR REMODEL,ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY(DUPLEX)CONSTRUCTION DATE D�••�< �04� APPLICANT 8E57COn11 ADDRESS o?�O So l-rH �QFA c,�' �°�al� �x��HolvE:// ,,�`� .25�.37�f 7 ADDRESS WHERE WORK IS TO BE PERFORMED l � G� PROPERTY APPRAISIE WS REAL ESTA'T'E NUMBER„ -- ZON G DISTRICT RS CONTRACTOR ,P,4&Z- Gt)_ AlICIYOI—S 455r(�:10 //'r STATE LICE145E NUMBER CR-04;22365 ADDRESS 2Y40&JrV &,AC-# P. y � I rz[oNE 90V x`16.3747 CITY ✓ &CkSTATE L ZIP 32250.. FAX 9K el 02�t. 71�2 6 DESCRIBE PROP SED USE AND WORD TO BE DONE �1Z (.L t�!(�- ©� PRESENT USE OF LAND OR BUTLDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? 4) If yes,what are the dimensions of the added space: N feet by X�A feet Will the added area be heated and cooled? L� New electrical or increase in service? a New plumbing fixtures? ' �Y� New(replace? A110 New heating/air conditioning? TLoS Is approval or Homeowner's Association or other private entity required? /I/Q If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits,please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247.5817. ba order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,Fl.. 32233 Tekphone:(904)247-5834 STEP 3. Please subunit Energy Code Forms, Notice of CommencemM Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 01/02/02 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 v.V it 1, Application Number . . . . . 03-00025390 Date 5/02/03 Property Address . . . . . . 1467 LAUREL WAY Tenant nbr, name . . . . . . NEW SFR 1430RAD, 1871SURC Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 181240 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL 17 FIXTURES Permit Fee . . . . 154 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments LOT 7, HIDDEN PARADISE, BOOK 54, PG 97 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 154 . 00 154 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 154 . 00 154 . 00 . 00 . 00 pfr det82 Tot � °�•�� rati2 tender@ ► �Ysent -� 1JBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED ran$ date: $p�j 'AY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN 1� SNREVOCATION OAPPLICABLE PLANS OWNER VIOLATION NOF PROVISIONO LAW. AND UBCT TO G TWICE FOR FOR j.: Bt a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 9/11/03 Parcel Number . . . . . - -11- Property Address . . . 1467 LAUREL WAY ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RES GEN MULTI-FAMILY Owner . . . . . . . . . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 03-00025390 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . Flood Zone . . . . . . ZONE AE Approved . . . . . . . ( - qtx�_�_ Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Ci Contractor Name: -'� � -f'�C Permit #: q -� Property Address: 1 `f r� L—a LtVK__( WQ Q Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑"'�Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: r Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. �""-- Public Works C) r^ Planning Dept. ,, . Building Dept. j/ . p 3 j . C Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid [ Yes ❑ No Sev•11. 2003 7:5SAM BEUM, Inc• No.8153 P. 2 :CLAR50N & ASSOCIATES FAX NO. :904 396 2633 SOP. 10 2003 04;06PM P1 MAP SHOWING BOUNDARY SURVEY OF LOT 7 AS SHOWN ON MAP OF HIDDEN PARAMSE AS RECORDCO M PLAT WW 64• PAGES 01' THROUGH_979 OF 'INE CURRENT PUDUC RECORDS OF DUVAL, COUNTY, FLORIDA P'011L• = ,� ,tON INS' SFJIRINGRIGHT- -W F,ON Is THC Q *Kyw ON THtr LkNRON D TIONS & 9. SHOTIM ON TKMMAL.GEODETIC v RncAL DATLAI. 71FIEQ TEA ANCY WEBB OW REPUBLIC NATIONAL TITLE INSURANCE COMPANY P UESORAH W. TAYLOR, ATTORNEY AT LAW. P.A. SECTION H — ATLAN11C BEACH PPLA,1' dQ0K 16, PAGE 34 LOT 6 L, OT 7 BLOCK 252 /� 70.00' a _ o.E IV PRIVATIS DRAWAEIE I ANtMLNT LOT 7 O f ,. 14.5 O f0 v r TW 2 STORY \ANYL � ►(:AME w SIDING °"'"'a"0 W DWELlJN6 OM467 jL{6 15" FAWR s At"IM-I,FLOOR ELEVATION%4) ! —MCD EN1RY ZpNw.e i k l v/ O to 0.9 uMNe Q AJC PAA to 00 } TO CAMINENT 282,66' S01 70.00' RCMAININO PORnON LAUREL WAY (SO' R/W) OR RICHT OF WAY suWvWrY 10-2W3 MOIL. rCOAN08 I " enFY' THAT TF"S SURVEY, PERFORMED UNDER MY RESPONSIBLF,QRECRON HEM THE �,Q LkEM11JM 1F .Al SiaNOARDs yOP {.ANO SUR4RYOITC IN ACCORDANOL IMTII GIAr'CR 81017-0,FLORIDAIN ADMINISTRATIVE OObE(PIJRyUANT 1b SECTIOL 472.027, FLORIDA STATUTES). AND FURTHER CERTIFY THAT riv Im C WFZ&4 TI1ERE ARQ TJQ NS{BLE ENCROACHMENTS UPgN THESUBJECT PROPERTY EXCEPT AS SHOWN. Aktax NGIL- TIu LOT mm.ETEO I1om APacnn To Ue wT1M+ROOD CL AND ASSWAYM INC. L Lf Ncn+ WHIM ,�• At RSVID MON'"IC nA00 QUaMAHM Mgt f643 NALGO AV46,y1t,RSUNV1"06tJ7/°7 i LAPS COMARIMTT PANEL. f,.,o�e.. fo_ DATED a 17-TM. r LA. �K CZen O. SURVEYED JANUARY 23 . 2002.SCALCa 1 — 20 ? We r gCwTEA('D NO.wT,RLORICA „—r rTC FRXF FIELD 80OK_ Of PAGE 7nh 113E A. HILL. JR_ wfm Ih ruy Received Time Sep-1 T VAUD TA?PWT E1AO"M fY KYOR's SEAL DT2NAM1CrAxC1rMC9 W.. 3167-20.1 S.Sy.JamN*awrr FAD JAC 0 Nrvtt,Z.IFL 322j46 Date: 9- 3-03 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don – We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. APPROVED CITY OF ATLANTIC BEACH Yours truly, BUILDING OM.CE Gary Perkins Dynamic Electric, Inc. Re: 14-0 . Residence: Address: �..``�,pAEN L;eF&i, �.� •.•N,M1SSIpN•.,,f.�i, Permit #: ©.3c� 90 .•G�QVARY 4.. .a: 8kammg City of Atlantic Beach *** CUSTOMER RECEIPT a** Doer: CKOHM Tyne: OC Drawer: 1 Date: 7l19M 81 Receipt no: 72479 Description Qty Asount2%3 25599 { y t BP BUILDING PERMITS 1 335.882M 25399 BP BUILDING PERMITS 1 535.88 - - Tender detail CK DJECKS 1011 $78.88 Total tendered 1711.N Total paynent S78.BB Trans date: 7118!83 Tise: 9.34:29 r=1j11 rj4; 'SS CITY OF ATLANTIC BEACH =' 1 800 SEMINOLE ROAD rj ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025390 Date 6/18/03 Property Address . . . . . . 1467 LAUREL WAY Tenant nbr, name . . . . . . NEW SFR 1430RAD, 1871SURC Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 181240 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments LOT 7, HIDDEN PARADISE, BOOK 54 , PG 97 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 Cit yY� of Atlantic Beach erIOS e Cl1STONER RECEIPT *** Date: 6/18/03 81 ITH Receipei tCno:Drawer:M Description Qty Amount 2003 2M 8P MILDIN6 PERNITs 1 $85.N Tender detail �M THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED D( CHM 1315 $85.88 R OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN Total tendered 185.N CE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS Total payment 385 88 TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Trans date: 6/18/83 Time: 12:89:85 w S7 s� CITY OF ATLANTIC BEACH, FLORIDA V ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 6 7- 20 03 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: MASTER ELECTRICIANS SIGNATURE: ej 5' OWNER OF PROPERTY: -r^�-�'«'1 JOB ADD / 41b / RES.( APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( ) REPAIR ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM. ) FEES SWITCH OR BREAKER g�O AMPS PH W LT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS IBEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. � KVA NO. 1KVA NO.NEON TRANSF. NO VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Reviard(11/17411 CITY OF ATLANTIC BEACH ,t 800 SEN 41NOLE ROAD '- M} ATLANTIC BEACH,FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number 03-00025390 Date 6/16/03 Property Address . . . . . . 1467 LAUREL WAY Tenant nbr, name . . . . . . NEW SFR 1430RAD, 1871SURC Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 181240 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments LOT 7, HIDDEN PARADISE, BOOK 54 , PG 97 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: / . LOCATION OFIntersecting Streets:Betweep And BUILDING Sub-division i d II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work is 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. Name of Mechanical /� Contractors Contractor Print e �� Master O 92, Name of Property 85' C'D r Owner 6h,J Signature of Owner � Signature of Or Authorized Agent .I ,( Architect or Engineer III. GENERAL INFORMATI A. Type of beating fuel: B. 10 Electric IS OTHER CONSTRUCTION B IN DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE? _ O Oil 0 Other—Specify IF YES,GIVE NUMB F CONSTRUCTION PERMIT D IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED A Residential or Commercial r New Building (Provide complete list of components on back of this form) ❑ Existing Building ® Heat _Space _Recessed _Central _Floor O Replacement of existing system O Air Conditioning: Room Central AN New Installation(No system previously installed) 0 Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity 16 Dd cfin O Other- Specify ❑ Refrigeration O Cooling tower: Capacity Rpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ Manlitl_Escalator (Number) (Received) ❑ Gasoline pumps (Number) O Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel O Boilers Permit Approved by Date O Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Allency cltiy Ai o sq G HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A enc i` TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH AgPPLICA�TJION F R PLUMBING PERMIT ! JOB LOCATION: q_t ( , � OWNER OF PROPERTY: � Cr1 TEL. PLUMBING CONTRACTOR: CONTRACTOR'S ADDRES ' _ 1409 STATE LICENSE NUMBER: TEL. f7`7(3 - HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW 1 SINKS SHOWERS _LAVATORY f WATER HEATERS 'BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5826. City of Atleatic Beach •w• CLSTOM RUIPT ss• Oper: WITH Type: OC Drayer: 1 Date: 2/94/83 91 Wi*ipt no: 32924 t �2983� 25391 My imammt BP BUILDING PERNIT6 1 $3372.49 29®3 25392 V BUILDING PERMITS 1 $3414.72 BP BUILDING PER NITS 1 93268.48 Tender detail CJI CBNxKS 3132 $18847.69 Total tendered 518847.69 Total payment $18947.69 Trans date: 2184/93 Time: 18:56:25 CITY OF ATLANTIC BEACH s 800 SENIINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025390 Date 2/04/03 Property Address . . . . . . 1467 LAUREL WAY Tenant nbr, name . . . . . . NEW SFR 1430RAD, 1871SURC Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 181240 Owner Contractor ------ ------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 706 . 00 Plan Check Fee 353 . 00 Issue Date . . . . Valuation . . . . 181240 ---------------------------------------------------------------------------- Special Notes and Comments LOT 7, HIDDEN PARADISE, BOOK 54, PG 97 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .35 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 .41 a AB CONSTRUCTION SURCHARGE . 93 STATE RADON SURCHARGE 6 . 79 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 490 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 706 . 00 706 . 00 . 00 . 00 Plan Check Total 353 . 00 353 . 00 . 00 . 00 Other Fee Total 2201 .48 2201 .48 . 00 . 00 Grand Total 3260 .48 3260 .48 . 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 WHI ARE PART OFFTTHIS PE T AN` SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. W,UU�7 BUILDING OFFICIAL ' C, -7y C)F a ry ,JINN 21,10" City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Flor da 32233-544 Phone: (904)247-5800 FAX (904)247-5805 http://www/ci.atl otic-beach.fl.0 BY: 5 BUILDING PERMIT APPLICATI - FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS OWNERS NAME- ADDRESS // jj�� ADDRESS �LW /' PHONE: aLllo S�`1-1 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_? ZONING DISTRICT CONTRACTOR STATE LICENSE NUMBER ADDRE/(SS�� © PHONE CITY 1"fTl - T�-Q STATE ZIP FAX _:7/� DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) ff rr VALUATION OF PROPOSED CONSTRUCTION �� 7D• �� Is this an addition? If yes,what are the dimensions of the added space: Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? ---�— New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required. es,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MAT ERI 9 • O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks, building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be op riate for individual applications. I HEREBY CERTIFY ALL I ORM/A,TI.ON PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OW NE) l!U DATE /5/03 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. 1 UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTORY x, DATE r ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME J�at?�V7 &�_ MAILING ADDRESS PHONE ;�V-12FAXY(P �� Q E-MAIL/'f�� /JYl(,14j?�S G��'►�/ ``0111utt1iirr� N Li.� - " SWQ1LoSSlp ED BEFORE ME THIS �� DAY OF I SCT''` LORO> 1TY OF DUVAL 4 VW OwWe , DD092737 zp, ; NOTARY'S SIGNATURE AS. A0 "44�y' �..m•O`: [�; ersonally known IC... 0`� � Eidentification ��: � Type ofProduceadentifi ation produced rr��t�iinu�� • WssloN . vARr� F.�-• • 0 AS TO CONTRACTOR:ZZ- �P 4��N Tersonally known O;z DD092737 •Q 15roduced identification :oma :Q aype of identification produced 6/18/02 '� A•+ko )ded S1 :�•• Q�� CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233-5445 " 1 TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # (D Applicant: Oc 5t C-'O Address: LG r1 Project: j\,J CM► S Cj Your application is approved 0 Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by �- 1 `� G► ---" Signed Date 7, , 3 ,C Contractor Notified Date CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 1 FAX: (904)247-5805 SUNCOM:852-5800 y �. r http://ci.atlantic-beach.fl.us J l� PIAN REVIEW (✓OMMENTS Permit Application # b -;Z-c-i.3 q 0 Applicant: -t7 C - C Address: ►'_f 0-L Project: F ?" .�plica&n is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by - Signed Date Contractor Notified Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 r, IS TELEPHONE:(904)247-5834 FAX:(904)247-5843 -;. SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 03-- '2--6c3 Cts Applicant: ? G'/1 Address: � L--Cl(A bvJQ LJ Project: /�� ', J F1'� Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: A Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works AE :;;IS_ '-� .----r'_' Date 1'7 d� Signature Contractor Notified Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ell , w ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 j SUNCOM:852-5834 r "' " http://ci.atlantic-beach.fl.us r & t/ �. l� ...... ... . PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # �3 -2—f53 q J A-. Applicant: �a�� Z'�-�� ,--1 C- . Address: "fl j 0 Project: �f)Fy�z- xYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: l g Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 2475834. Rev wed by Donna Kaluzniak, Public Utilities Director Date l Signature Contractor Notified Date 1 4 t CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address ( L( (e + L �t CLQ Heated Square Footage )-O e y @ $ per sq ft = $ Garage/Shed �(/-� j $ per sq ft = $ Carport/Porch _ @ per sq ft = $ Deck _@ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ $ Total VAblation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1/2 Filing Fee $ FLOOD ZONE: _ v ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE:?�a BUILDING PERMIT FEE $ WATER IMPACT FEE $ tp-ja� SEWER IMPACT FEE $ 12-50 . �— WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ d C (1431 RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST(r-ffj ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/63 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower g Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 f Z Drinking fountain/Icemaker Y2 t Floor drains 2 Hose bib 1 �. Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 j Laundry tray (1 or 2 compartments) 2 Lavatory 1 2 2 Shower compartment,domestic 2 Sink j 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation g TOTAL NUMBER OF UNITS-- MULTIPLIED NITS=MULTIPLIED X 20 TOTAL$ 0. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon, Lot 7 Hidden Paradise Builder: Bestcon Const Address: L� 71�qt 7 Hidden Paradise Permitting Office:5� City, State: 19tilzi WO-41PermitNumber: A Owner: tALawl" r/ ;WgS3 Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:49.7 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 10.50 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(111) 2004 ft= c. N/A 7. Glass area&type a. Clear-single pane 0.0 111 _ 1 13. Heating systems b. Clear-double pane 363.0 ft2 _ a. Electric Heat Pump Cap:42.2 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.30 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Raised Wood,Adjacent R=19.0, 136.0ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0,173.0(p)ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1538.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=1 1.0,221.0 ft' _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1657.0 ft2 _ 15. HVAC credits PT, _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ 1 MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 31751 Total base points: 31903 PASS - I hereby certify that the plans and specifications covered Review of the plans and THE Sr by this calculation are in compliance with the Florida ' specifications covered by this o4 9TF Energy Code. L,gt Qt� calculation indicates compliance with the Florida Ener Code. PREPARED BY: V��',� s � Before construction is completed � r�li • , � c DATE: 12./1 /nom this building will be inspected for I hereby certify that this buildin , as designed, is in compliance with Section 553.908 compliance lorid ergy Co Florida Statutes. ion WF s�o OWNE /AGE BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLR1 PB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Hidden Paradise, , , PERMIT#: BASE AS-BUILT FGLASSPESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2004.0 20.04 7228.8 Double,Clear W 8.0 6.0 14.0 36.99 0.47 242.4 Double,Clear W 1.3 6.0 36.0 36.99 0.94 1247.9 Double,Clear S 1.3 6.0 6.0 34.50 0.89 184.6 Double, Clear S 1.3 6.0 16.0 34.50 0.89 492.3 Double,Clear E 1.3 6.0 72.0 40.22 0.94 2712.5 Double,Clear E 1.3 6.0 53.0 40.22 0.94 1996.7 Double,Clear N 1.3 6.0 8.0 19.22 0.95 146.7 Double,Clear E 1.3 6.0 54.0 40.22 0.94 2034.4 Double,Clear N 1.3 6.0 36.0 19.22 0.95 660.0 Double,Clear W 1.3 6.0 30.0 36.99 0.94 1039.9 Double,Clear W 1.3 6.0 8.0 36.99 0.94 277.3 Double,Clear S 1.3 6.0 30.0 34.50 0.89 923.1 As-Built Total: 363.0 11958.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 221.0 0.70 154.7 Frame,Wood,Exterior 11.0 1538.0 1.70 2614.6 Exterior 1538.0 1.70 2614.6 Frame,Wood,Adjacent 11.0 221.0 0.70 154.7 Base Total: 1759.0 2769.3 As-Built Total: 1759.0 2769.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 31.0 6.10 189.1 Exterior 31.0 6.10 189.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 50.0 234.7 As-Built Total: 50.0 234.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1557.0 1.73 2693.6 Under Attic 30.0 1657.0 1.73 X 1.00 2866.6 Base Total: 1557.0 2693.6 As-Built Total: 1657.0 2866.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 173.0(p) -37.0 -6401.0 Raised Wood,Adjacent 19.0 136.0 0.40 54.4 Raised 136.0 -3.99 -542.6 Slab-On-Grade Edge Insulation 0.0 173.0(p -41.20 -7127.6 Base Total: -6943.6 As-Built Total: 309.0 -7073.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Hidden Paradise, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2004.0 10.21 20460.8 2004.0 10.21 20460.8 Summer Base Points: 26443.6 Summer As-Built Points: 31216.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 31216.3 1.000 (1.090 x 1.147 x 1.00) 0.325 0.950 12051.5 26443.6 0.4266 11280.9 31216.3 1.00 1.250 0.325 0.950 12051.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Hidden Paradise, , , PERMIT#: BASE AS-BUILT FGLASSPESditioned X BWPM = Points Overhang oor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2004.0 12.74 4595.6 Double,Clear W 8.0 6.0 14.0 10.77 1.20 180.1 Double, Clear W 1.3 6.0 36.0 10.77 1.02 394.1 Double,Clear S 1.3 6.0 6.0 4.03 1.08 26.0 Double,Clear S 1.3 6.0 16.0 4.03 1.08 69.4 Double,Clear E 1.3 6.0 72.0 9.09 1.03 672.3 Double,Clear E 1.3 6.0 53.0 9.09 1.03 494.9 Double,Clear N 1.3 6.0 8.0 14.30 1.00 114.6 Double,Clear E 1.3 6.0 54.0 9.09 1.03 504.2 Double,Clear N 1.3 6.0 36.0 14.30 1.00 515.7 Double,Clear W 1.3 6.0 30.0 10.77 1.02 328.4 Double, Clear W 1.3 6.0 8.0 10.77 1.02 87.6 Double,Clear S 1.3 6.0 30.0 4.03 1.08 130.2 As-Built Total: 363.0 3517.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 221.0 3.60 795.6 Frame,Wood, Exterior 11.0 1538.0 3.70 5690.6 Exterior 1538.0 3.70 5690.6 Frame,Wood,Adjacent 11.0 221.0 3.60 795.6 Base Total: 1759.0 6486.2 As-Built Total: 1759.0 6486.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 31.0 12.30 381.3 Exterior 31.0 12.30 381.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 50.0 599.8 As-Built Total: 50.0 599.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1557.0 2.05 3191.8 Under Attic 30.0 1657.0 2.05 X 1.00 3396.8 Base Total: 1557.0 3191.8 As-Built Total: 1657.0 3396.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 173.0(p) 8.9 1539.7 Raised Wood,Adjacent 19.0 136.0 2.20 299.2 Raised 136.0 0.96 130.6 Slab-On-Grade Edge Insulation 0.0 173.0(p 18.80 3252.4 Base Total: 1670.3 1 As-Built Total: 309.0 3551.6 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Hidden Paradise, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2004.0 -0.59 -1182.4 2004.0 -0.59 -1182.4 Winter Base Points: 15361.3 Winter As-Built Points: 16369.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16369.8 1.000 (1.069 x 1.169 x 1.00) 0.467 0.950 9078.0 15361.3 0.6274 9637.7 16369.8 1.00 1.250 0.467 0.950 9078.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/ResFREE'2001 FLR1PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Hidden Paradise, , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11281 9638 10984 31903 12052 9078 10622 31751 PASS yp4 Z8E S74?, �u/,� r�C0 W-E EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge0/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Hidden Paradise, , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK -- - - - Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top_plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6-A-22 OTHER_PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS ( CHECK 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&Spas 1612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. ........... . . . ...._.___.-._ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. Lot 7 Hidden Paradise, , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:49.7 kBtu/hr - 3. Number of units,if multi-family l _ SEER: 10.50 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes _ - 6. Conditioned floor area(112) 2004 ft2 c. N/A _ 7. Glass area&type _ - a. Clear-single pane 0.0 W _ 13. Heating systems b. Clear-double pane 363.0 ft2 _ a. Electric Heat Pump Cap:42.2 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.30 - d. Tint/other SHGC-double pane 0.0 ft2 b. N/A - 8. Floor types - - a. Raised Wood,Adjacent R=19.0,136.OW - c. N/A - b. Slab-On-Grade Edge Insulation R=0.0, 173.0(p)ft _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1538.0 ft2 _ EF:0.91 - b. Frame,Wood,Adjacent R=11.0,221.0 112 ! b. N/A - c. N/A - - d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1657.0 ft2 _ 15. HVAC credits PT, b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 1 I. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�SKE STAT in this home before f al i pection. Otherwise,a new EPL Display Card will be completed x __. 0�� based on installedd c plia features. Builder Signature: Date: V �1yi� a Address of New Home: I4�1)n,/ U '"' City/FL Zip: GOD WF *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.21) DATE: 12/12/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 7 Hidden Paradise *********************************************************************** DESIGN CONDITIONS For Jacksonville OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 42160 1405 40859 1702 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 12/12/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 7 Hidden Paradise ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 44 52 179 88 363 COOLING 1100 2080 13246 6512 22938 HEATING 1408 1664 5728 2816 11616 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1759 1759 COOLING 4398 4398 HEATING 7036 7036 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 50 50 COOLING 660 660 HEATING 1035 1035 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 173 6297 RAISED WOOD 136 122 299 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1657 2568 2486 SGL ASSEMBLY KNEE WALL ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 4090 Lights & Appl. Load 1200 Latent Safety Btuh 205 Ventilation Load Duct Heat Gain 3306 Infiltration Load 2378 Sensible Safety Btuh 1788 TOTAL SENSIBLE LOAD 40859 TOTAL LATENT LOAD 4295 Summer ACH 0.4 Temp. Swing Mult. 1.00 *** Total Cooling Load 49669 BTUH Or 4. 14 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 10013 Ventilation Load Duct Heat Loss 1438 Safety Btuh 1939 Winter ACH 0.8 *** Total Heating Load 42160 BTUH Or 3.51 Tons*** LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 it 12002 Re: Wind Loading Requirements For Lot 7 Hidden Paradise, Atlantic Beach, Fl. Dear Building inspector.- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure Will satisfy the wind loading requirements of section 1606 of the 2001-FBC as long as sheets #8 through #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear wails segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear wails sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceilingoists of any shear forces acting normal to their longitudinal axis, f) that 1 have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then i shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work, Please let me know, if further help is needed. Sincerel Leola J, 0shrial, PA, WIND FORCES STRUCTURAL ANALYSIS FOR LOT #7 HIDDEN PARADISE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: SFCmW , 2002 Date tZ�O z L� Cz a,6c t E l.�b- 7 HP Thi e ub3't AD Yts a ��. s t�,t e �o �lcr 5 tr+.cG�LLYa L o p 4 w.W -S IA e.,01-4� 7/ke 01;6 FLD o �- - r-- ��•� ` ratnrt ince � 5� R0 O F- Ty-'A Sit S PLO 0r �Y,11 SIt1 : Q . in1c�= . : _ See S��ie�Qul1� M:C' �► arc��t-u��-��Q. �Q 5��S �t9� �t• - t D Yo.-IE to, She =r1 :— 4�2 l i & boL�� lZ �$ .o - G-� Pe v ri ovtLess Vvo e P o k�%e-twise 1 #9 Roc ov► q8 o-c- a.++�.�C C uv'^4+'`wt W i re- VIc: F P t (a 0-c- avt nti E-M F-e f. 5DYts• Vytlei2 v/tpte . �t 2 G qY CP.� C T�r1C Ata Po(clr-S DATE: Sheet Z X210�-- �. ��, ��•. - �0 u g� UJ wj Sp e j 1 Z Nl�� t 3 See. I t►s 17) 5 trk ` Ujj it"a u '^ CX OSwat� Oles ITtt•PotOW4 Facur, I = 20 o W" tofna De4bei s Y`o►o*v% eJ /` e) , t F des g,6,,,,, TitiA•t S�iw�wtt -rnc�t i e'er of�'�� S 6) Uzi o,r_ Q tec.mt- -7/16 " P 5bo wn _beta ;YAIRLE .,.� es WIND-BORNE DRtS _- EBPaO1'ECT1ON FASTENgtG SCNEDULE FOR WOOD STRUCTURAL PANELS- Ij FASTENER FASTENER.SPAC M(IM)1-2 TYPE Pauses Sean S 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 R<Panel Span. <44 <0ft <8ft 2 1!2#6 Wood Screw3 16 16 12 g 2112 N8 Wood Scmws3 16 16 16 12 Double-Headed Naila4 12 6 4 3. SL-I inch-25.4 mm 1 foat=305 mus Notes: 1. This table is based on a maximum wind speed of 130 mph(58.mfs)wA mean roof height of 33 feet(10 m)of less, 2. Futem m shall be installed at opposing ends of the wood suuewrei pond. 3. P/hem screws ars+attached to masonry or masooryhtacea,th y shalt be awtbed using vibration-resistant anchors having a minimum withdrawal capes ity of 4901b(2180 kM 4. Nails,shell be 10d common or 12d bpx double-headed nails. c) ope4uA,3 S k Ike- :stYw - vi.t►t I ll_ , opejw% cryLe- C);�d Aa� �tw�c• v�u t COA ROOF s�tACrr � C. kUoO W- U�,;,Q w+-ktlraA34 Far 8 d COW-VAVV\ N•r:,Pr space 'r1�, o c.. C� p Esu 8z rbs tG�•y�C2��Q. 5�= t�5�� lbs VLAPA per tm Mme► 04 c'f-sist- strvutWe Uc L e A 4 Le , DATE: Sheet z- Z TW V01ft �rvtin 62.401 Cv► Svc 1&64 = 3 82 �•� �. �} u IZ." s teaL PWJ� cTn &0O-e, • /�� 0 da if941JAM C 031 (20/baD) l 1.33) 15 1(aq I FRF- IA- C� Fram.-,,A ci,-v► ; �r�c,'U� 4 L1 w• Tags►.n► cn1 Vz. ,F A 36 Pj O UI QIP F'� or esse�•- 15 o F 2t � a L rlwl s- 1500 psi F- = 3G000 ps'i A1, = a.7 w2 Ap= ?A6 b 6 FIGGEr r c -��vr✓�7e.�Cf• .�►t� —�. t1 IV-Ij- To,,i;w, i 219 o ibs ,, a,r• �99 0 lbs .F-- c�� t�c�=t S 1� z°c;�f►/$ tkic.k ror,�r Suet. A36 WAsh•rs... a�r�.ut�2 =-� -�b�Llcn,►�=2?._1�c ;Cster; -E6--L (w6oJ)= Aon (a4))` 54sPs► -�h,C�2lts�►.): C9 oo)U-33) = 532 p Li 't 545 Psi c-y- MvmG~,.t (o•9-t)Co-Ts3«5XSa5�C+1�)=qo�i F'b -MIS =-lo ;o-oval 5 6 a r A raQ 5lcrvt O IA A w t,4v r Salts9fo`pp�� 4LLuw ek t0ie• Testi crv% cn% '/Z4c ► A3G , r-►mob- (s cuu c vet —� Ft �7 1440 16r (se-e- above AttuwSlneav- av, 1IZ + Al G boW = 350 sSer or o•1t R6 F� {1It17,1�� G Siaar.= 350`�/�t5oo)(a-Z) 195? I6j If 1I111it11tit111tt11U I{IU11111111t11111{1111{II{illf111t111tt111111111H{illlliil1111{IINIII{fI11l11It11NN81111nti1111t1U(IUIIIIIIUtlltitlttl{t1Ut1111t111t111111tU1111UU111111111f111itt11i11ut1111UU N11ItUtlttiuUtltltltUttltittt111111f itlitllttl rn TABLE 1606.2A -- MAIN WIND FORCE RESISTING SYSTEM WINE}LOADS FOR A 13UILDINQ WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN 0 Exposure B r m HorlaoliW loads% Vertical Loads(pct) Mau.Horlaontal Wan Loadat(pat) Windward D End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End interior (mph) Direction (degrees) Wall Roofs Wall Roof3 Roof Roof Roof Roof Za►e Zone 1E 4E 1 4 90 Transverse 0-5 B -6.7 8.5 .0 -1 .8.8 -10.7 .6. 6 -f6.9 10. -7. 7.2 -5.8 7 .7 1 11.9 -1 -10.7 V -8.1 1-21.6 -16.9 112.0 1-10.1 1 8.8 1 -7.5 F3-0< le 5 45 1 14.4 1 9.9 1 11.5 1 7.9 1 5.6' .8 1 4.8 1 7.5 1 -5 1. .1 1 9.1 1 -6.8 Longitudinal All angles 12.8 -6.7 6.5 -4.0 -15.4 1 -8.8 1 -10.7 1 -6.8 -21.6 1 -16.9 10.0 -7.5 1 7.2. 1 -5.8 100 Transverse 0-5 5 -8. 10.5 .9 -19.1 1 • 0. -13.3 1 -8 1-26.7 12.0 8.8 1 -72 20 1 22.0 1 -5.8 1 14.6 1 w3.2 1 -19.1 1 -13. -13.3 1 •1 1-26.7 1 -20.9 15.0 -12.5 1 1 -9.3 30 <. annha< AS 1 17.8 1 122 142 9.8 1 6.9 1 -10 -9. -6. 13.0 -10. -8.4 Longitudinal All Angles 15.9 -82 10.5 .4.9 1 -19.1 1 -10.8 1 -13.3 1 -8.4 1.26.7 1 -20.9 12.0 1 .93 1 8.8 1 -7.2 110 Transverse 0--5 9. -1 1 .23.1 1 .13.1 1 - 6 -10.1 -3 .25.3 15.0 1.11.3 1 10. •8.7 20 26.6 1 7.0 1 J7.7 -16. - 6.0 .3 18.0 1-15.113. -11.3 30 < an I 4 1 6 L 14-8 1 17.2 1 11. -13.1 1 7 -11. 7.8 16.0 13.7 1-10A Longitudinal All Angles 192 -10.0 12.7 -5.9 -23.1 1 -13.1 1 -16.0 1 -10.1 1-32.3 1 -25.3 15.0 1.11.3 1 10.7 1 -8.7 .120 Transverse 2.5 .8 -11.9 15.1 -7 - 9.1 17.0 -13.4 1 1 1-10.3 20 1.8 •6 1. .6 1 -19.1 -14.5 -30.1 .0 -i8 '- # . =13. 30 < anole:J ,45 1 25.7 1 117.6 1 20.4 1 14.0 .6 1 8. -13.4 .3 19 =Y .1 Longitudinal All Angles 22.8 -11.9 1 15.1 1 7.0 1 -27.4 -154 1 -19.1 1 -12.1 148.4 1 30.1 17.0 -13.4 1 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 117.8 -82 -322 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 •15.7 14.9 -12.1 20 37.1 -9.8 24.7 •5.4 -322 22.4 -22,4 �t7.0 -45.1 -35.3 25.0 21.1 18.3 -15.7 30 l 30.1 2 .6 4: 6 5 1 . • 8 3 10.0 -15 7 - 0 •1 1 - 0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -82 -32.2 1 -18.3 1 22.4 1 -142 1.45.1 -35.3 20.0 -15.7 1 14.9 -12.1 140 Transverse 0-5 31.1 .16.1 20.6 •9.6 .37.3 1 .2.1.2 1 -26. -16A 1.52.3 .40.9 24.0 1.182 1 17.3 -1 20 43.0 1 .11.4 1 28.7 .3 1 -37.3 1 -26.0 -26.0 1 -19.7 1-52.3 1 -40.9 29.0 - 4 5 21. -18.2 r 30 < I 27.8 13.4 1.7 -18. -1 -14.0 0 - 1 •16. Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 •40.9 24.0 -18.2 17.3 -14.0 > 150 Transverse 0-'5 35.7 .18.5 23.7 1 .11.0 -42.9 -24.4 -29.8 -60.0 0 -20.9 1 -16.1 ip 2 4 -13.0 !23.E7 9 -7.2 -4 .9 8 .29.8 6 -60.0 7.0 8 0.9 3 < an Ie 2 . .0 1 .4 -24.4 3. -20.9 .1 4.1 - 6.1 0 8 25.4 •1 z Longitudinal All Angles 35.7 -16.5 •11.0 -42.9 -24.4 -29.8 •18.9 •60.0 -47.0 27.0 -20,8 19.8 •1@,1 n For SI: 1 ft2=0.0929 m2. 1 mph=0.447 m/s,l degree of aaglc=0.01745 cad,l psf=47.88 Ntnik 0 m Notes: f Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in awordanca W'µ- m 3 If pressure is less than 0,use 0. 5 4 Pressures shall be applied In accordance with Figure 1606.2(b). r Q DATE: Sheet 6� .�At..�Q S�, zc. ; us � ��b� - lav 2 Cr�fi�r►� �r 0L.S q0 Lin Building,simple diaphragm:A building which complies 4 with all of the following conditions: 4LONW 1. enclosed building, 4E 3 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 �_ ,E L 3. mean roof height,h,does not exceed least horizonZONE - tal dimension, ANGLE. 4. building has an approximately symmetrical cross section, zoNE 5. building has no expansion joints or structural sepa- rations within the building. Ile!LONGi1UDlµyb 6. wind loads arc transmitted through floor and roof 'E diaphragms to the vertical lateral-force-resisting systems, and WINDRANGE 7. if the building has moment-resisting frames, roof slopes do not exceed 3096'. FIGURE t606.2b. MAIN WIND FORCE LOADING DIAGRAM WINIMMICI ROOF -�--�-�-I-� Vf*ADW W ROOF LEEMARD ROM U. ell In l!2 W 7MMSVERSE ELEVATMM LOMMMINN.ELEVATION FIGURE 1606.23 APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND ExposURE Amusr m COEFFICIENTS me= EXP- Roof HdgM B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1,09 1.49 1.74 45 1.12 1.53 1.78 So 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 11.87 New All table raloes shall be adjusted for other exposures and heights by multiplying by the above coefficients. swe 'n 5� , d by- �iJ �� :�.� yr s wi CM a i FiJ?30d ON i d(1 / 06 opo i46F. I SOON i 95h� r ILL L n r Wzn9 2i3LS'VW -- ------- -- --- --------- --------- ------------ - --------- L WALL "W "Q" "h" 'F" V. "O.T.M." "D No. (ft) (ft) (ft) (lb) (lb/ft) (lb/ft) (ft) (Ib) (unittess) (ft) 20 ZO Z 1a' � 3G� �j000 S Z173 3•13 3" _ I 8 1 iso t2oay Jf 7 80701 1 t 603 !�3) V.�� 5 g., 18.5 voTES: 7D. "Z" IS ALWAYS EQUAL TO 1.33 MICH IS WIND MAGNIFYING FACTOR. 2Q= "NP" DESIGNATES THE NAILING SPACING ATP EDGES AND SHEAR t ALL CALCULATIONS INTERMEDIATE SUPPORTS,FOR EXTERIOR WALLS,OR OR THE SCREWS r Y SPACING AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR INTERIOR WALLS, UNLESS OTHERWISE NOTED. F FIRST C J T WALLS FOR EXAMPLE: 6"j12" FOR AN EXTERIOR WALL MEANS THAT 7j16" OSS SHEATHING SHALL BE NAILED AT V O.C. ON PANEL EDGES AND AT 12" SHEET No. _ OF _ O.C. ON INTERMEDIATE SUPPORTS. Sheet .ate '7 HP 5 e.rn�r W c.�i AvnoA�d%'%s �o r ttt f�•+�.. NA 4A j . slwt" `tic- wwst- ct;:tc.4 `{ � ��r �laQ� � �o� 5�.�n�= Z�jZ r�� WaQ.4 W�•i-�� 1e� 6 e- tbsi Ft) � . .—� vte. 7rtb`oSP., NJAILUn dN _ , per/ g� Cuae".t h��.np s� °�?d C2�LST��C ," std �o "� �dY \A&a cl 30 BECROOH \ /� SATW - 1 i ✓IWCI A2SA 574 sm Fr OWNER:Webb Lot 7 Hidden Paradise SPECIFICATIONS DATE: 01/13/03 BUILDER: BESTCON,INC CONSTRUCTION JOB ADDRESS: Lot 7 Hidden Paradise 1467 Marsh View Court Atlantic Beach,Fl 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable"N/A,"None.) 1.FOUNDATION: FOOTING-Concrete Mix or PSI:2,500 Slump:NA Width: 20" Depth: 10" Reinforcing:#5 Number:2 Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Depth:N/A Reinforcing:N/A INumber:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FOUNDATION WALL-Material: Concrete Block If Concrete Block-Size: 8" x 16" Concrete Mix or PSI:N/A Slump:N/A Width:N/A Beam Pocket Size:N/A Reinforcing:N/A Number:N/A Spacing:N/A N/A PIERS-Concrete Mix or PSI:N/A Slump:N/A Diameter N/A Depth:N/A Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:N/A Size:N/A Spacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Length:N/A Depth:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A FOUNDATION WINDOWS:N/A Size:N/A FOUNDATION DOORS:N/A Size:N/A CRAWL SPACE-Ground Cover:N/A Vents:N/A Access:N/A IDrain:N/A DRAIN TILE-Material/Size:N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier.N/A Foundation Insulation:N/A T_R V ue:N/A Found.Bolt/Size:N/A Spacing:N/A Termite Protection: 2%Dursban GIRDERS-Material:N/A Size:N/A Span:N/A BESTCON,Inc. 4000-B St Johns Avenue,Jacksonville,FL 32205 Page 1 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise [COLUMNS-Material:N/A Size:N/A Spacing:N/A 2.FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A Finish&Curing Compound/Sealer:N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing:Fibermesh Fill: Sand Vapor Barrier:6 mil poly 77F &Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI:2500 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump:3 Reinforcing:Fibermesh Fill: Sand Thickness: 4" Size: 3' wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish&Curing Compound/Sealer:Broom DRIVEWAY-Concrete Mix or PSI:2500 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 16' wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/z" x 10" 32" O.C. Location:At perimeter EXPANSION JOINTS-Type:None Location:N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3.FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring;plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough flaming materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders;deck floor joists and flooring;deck handrail and seating;deck stairjacks,treads and risers. BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 2 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield:N/A Bridging Material:N/A Joist Hangers:N/A SubFloor Material:N/A Size:N/A Glue:N/A Underlayment Material:N/A Size:N/A Glue:N/A Wall Sheathing Material:7/16"O.S.B Size:4'x8' Comer Brace Material:N/A Wall Siding Material:Concrete Impregnated Lap Siding Size: '/2"x 8" Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 8 Flitch Plate Material/Size:N/A Bolts:N/A Nails-Framing Members:Common or Galvanized(weather related) Siding: Galvanized Windows:8d galvanized Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists. N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Sprucd/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A Exterior Trim Material/Grade or Species Thickness Size BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 3 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise Fascia Board Vinyl Soffit Vinyl Siding Comers Stucco Garage Door Trim Vinyl wrapped 2x8 PT Window Trim SYP PT 1 —1/2" 3 '/z'° Door Trim SYP PT 1 —'/z" 3 '/z" Rake Board Vinyl Exterior Beams Varies Exterior Posts Varies Flashing Material:#26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents:None 4.WINDOWS: Manufacturer/Style:KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens:Fiberglass Storms:N/A Grilles:Muntins on all windows and sliding glass doors Shutters:N/A 5.ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36" x 15# Nails: 1-1/4" galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing:N/A Chimney Counter Flashing:N/A Valley Flashing:26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 4 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 5 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise Rim Joist N/A Floor N/A I= I I L Other: 9.INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Masonite WW-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 6 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 10.INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock '/z" Nailed,Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture % " Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings:Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 7 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 11. CABINETS,VANITIES, COUNTERTOPS,BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4 WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: Type N FACE BRICK/STONE, Style/Number: $200/ 1000 Allowance Bond/Pattem:N/A Mortar Color: Off White Joint:Tooled Lintels: Steel—3/8" x 3 x 3 Brick Tie Spacing: 16" OC FIREPLACE BRICK/STONE,Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump:N/A Cleanout:N/A Flue Tile&Size:N/A Fireplace Lining Material:N/A Hearth Size:N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX:Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 =Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco front&foundation only BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 8 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 13.HEATING: Gas Furnaces shall have an AFUE of 80%or above.Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name,Model,Size: Heating Brand Name,Model,Size: Heat Pump/Air Conditioner Brand Name,Model,Size: JANITROL C/U CPKE42, A/H A42-10 Evaporator Coil,Brand Name,Model, Size:N/A Thermostat,Make,Type: SECO Supply Ductwork Material:Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material:Fiberglass R-6 Insulated returns:Flex-duct R-6 Area Number of Supplies Number of Return Air Other Basement N/A N/A First Floor 15 1 Second Floor N/A N/A Registers Brand Name, Style,&Number:CODY One-way throw- 15 Grilles Brand Name,Style,&Number: CODY Flue Material:N/A Size:N/A Humidifier Brand Name,&Model:N/A Electronic Air Cleaner Brand Name,&Model:N/A Baseboard Heat Brand Name,Model&Numbers:N/A Stove Vent:N/A Dryer Vent:4"metal Bath Vents: 3" diameter aluminum Flue Cap:N/A Other: Bath vents in Hall Bath ONLY BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 9 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 14.PLUMBING: Waste Disposal-Public:N/A Private:FL Water Services Disposal Field:N/A Water Supply-Public:N/A Private:FL Water Services Pressure Reducing Valve-Make&Model:N/A Gas Supply-Public:N/A Private:N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4 Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue '/a" House to Water Heater CPVC SCD40 Glue 3/ House to Bathrooms CPVC SCD40 Glue Y4"TO ''/z" House to Kitchen Sink CPVC SCD40 Glue Y4"TO ''/s" House to Refrigerator CPVC SCD40 Glue '/"TO %2" House to Dishwasher CPVC SCD40 Glue '/"TO 1/2" House to Ice Maker N/A Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 10 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D-2710LHP/H62/A62WH DELTA D- 1448LHP/H71/A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A22WH 2521 LHP/H22/A22WH Lavatory BRIGGS 3002 BRIGGS 3002 Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front comer, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house Location,Soft Water:N/A Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 11 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33"x 22" Kit.Sink Faucet/Control DELTA 400 WHWF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No.of 14/2 Circuits: 5 No. of 12/2 Circuits: 3 No. of Power Circuits: 5 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates:Levington Maximum Number of Outlets per Circuit 14/2 with ground: 20 12/2 with ground: 8 BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 12 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 13 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 Single,Two 3-way 1 Reg,2 Recessed 7 Dining/Family 15 amp #14 CU 1 Single 1 5 Foyer 15 amp #14 CU 2 Single,One 3-way 1 0 Halls 15 amp #14 CU Four 3-way 4 2 Master Bath 15 amp #14 CU 4 Single 2 2 Guest Bath 15 amp #14 CU 2 Single 1 1 Bath#I Bath#2 Master Bedroom 15 amp #14 CU 2 Single 1 7 Bedroom#2 15 amp #14 CU 1 Single 1 4 Bedroom#3 15 amp #14 CU 1 Single 1 4 Bedroom#4 15 amp #14 CU 1 Single 1 4 Closet#1 15 amp #14 CU 0 0 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU Two 3-way 1 1 Garage 15 amp #14 CU 1 2 One(1)GFI BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 14 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 110 Voltage Wiring Detail continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 Garage(Outside) 15 amp #14 CU Storage Room Attic 1 Pull Chain Bath Fan 15 amp #14 CU 2 Garbage Disposal 20 amp #12/2 CU 1 Single Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Prewire 15 amp #14/2 CU 2 Single Exterior Lighting—Back 15 amp #14/2 CU Two 3-way 1 Porch Exterior Lighting—Garage 15 amp #14/2 CU Two 3-way 1 Exterior Lighting—Front 15 amp #14/2 CU 1 Single 1 Weatherproof Recepts. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Porch _Progress 5590-31 1 Master Bedroom Closet Progress 3408-30 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4'2 light wraparound 1 Garage(front wall bracket) Progress 5815-31 1 Front Porch(O/H) Progress 5590-31 1 Kitchen Sink(O/H) Recess with open trim 2 16.PAINTING: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 15 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise PANT,EXTERIOR: Sherwin Williams in owner's choice of color Number of Coats:2:N/A Siding:Lap Trim: StuccoNinyl Doors: Owner's Choice Windows:N/A Deck:N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR: Sherwin Williams 1901/1900 Walls of Finished Area: Sherwin Williams 1900/1901 Number of Coats: 2 Walls of Papered Area:N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats:N/A Garage Walls: Sherwin Williams 1900/1901 Number of Coats: 2 Basements Walls:N/A Number of Coats:N/A Floors:N/A Number of Coats:N/A Ceilings:N/A Number of Coats:N/A Paint and Number of Coats Interior Millwork: Sherwin Williams-coats Glamorous White 1900 Stain,Finish,and Number of Coats Interior Millwork:N/A Paint and Number of Coats.Cabinets:N/A Stain and Number of Coats Cabinets:N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material:N/A Gage or Weight:N/A Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 16 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0" AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0" AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thinset over underlayment I Walls: Thinset over 1 /2"MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:Pre-wire ONLY Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: PRE-WIRE ONLY Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 17 of 18 CRC-022365 OWNER:Webb Lot 7 Hidden Paradise 20.LOT GRADING and LANDSCAPING: Lot will be final gaded for proper drainage after or near completion of the house. Square footage and type of sod:Fully sodded Number and species of plants: 20-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds Cypress Other: 21.SURVEY:Final survey shall be given to Buyers at closing,showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor,Refrigerator N/A N/A Cabinets,Vanities,Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors,Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs,Seeding, Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23. PORCHES,DECKS, GREENHOUSE:N/A 24.MISCELLANEOUS:N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 18 of 18 CRC-022365 UNION Jan,31 2003" 3:084'"'BESTCON, Inc. Na•1674 P- 2 Hook 10867 Pag® 949 IM77CE OF COMMUNCUMENT &d'A&ng Permit Na. Tac Folio Na STATEOFFLOR►DA COVNTYOFDUVAL 8V$'P ot (Do not write in this blank arae Reservedfor recording pupates away). THE UNDERMGNED hereby gives notice that imprmKments will be made to C"M real property, and in r accordance with Chapter 713, Florida Stafttes. the follawteg tnfOPmation it provided in this Notice of 4 y. Commencement. 1. Lkscripttan afPropnty:(Legal deserlpdon o f the property and street address,1 available). Lot 7,MWDEN PARADISE,according to the pist tbereof, as recorded in Plat Hook S4,pages 97,WA and 97%of the tenet PabHe Recwrds of Dwal Gnipty,Maria- 2. General Description oflntproveOMW: y�r$p 3pg Constru tianofashcgkfamilyreshMim 1O$8T7263 3. Owner Information: Fi gA 7t NVIRM PM a. Name and address: RKM Da*vs,Rnn AMM C1101T COURT erlaoaviReWF1a11W CWH- L40 AIa32333 TW f�W Lee V' gr—M 1CUTUT LG OO b. h+Mreseinprnpery: `Q o u Fee simple. C Nance and address offee maspk hileholder(if other don owner): A Contractor: (name and addrara) 1484 a u llbR Lannrrnel Wo `r JacksonvWe,Plan%&32233 5. Surety: M Now and adobes: & Amount ofhand$ 6. LenderWorawdan: a. Name and address: SUNTmeptBank 200 Wart FWVASired Jackse nv Ole,FZ 33202 6. Dadgnawd Comacl Darkne Rlggt 7. Persons within the Stork of Florlda designated by Owner upon whom notices or other dOcwrew may be erred at prvrlded by section 713.13(1)(a)7.,Florida Stances: (Name amtaddress) Lynn Vendtys Ssra7Yast Banhn 200 Wan Forsyth Shred JaakmaxMs,FL 91103 8. In addition so hinn#'Owner designate Darlene Riggs of SunTrust Bank to receive a copy of the Denor's Noche as provkW in Section 719.13(q)(b).fAMj& A FAWradon date of Nodce of Commencement(the rsplraion date u One(1) Year from doe daze of recadin{g wnku a di Parent date is specz*d), Other aspiration date: Jane 1,2000 • B INt~ w W.Niclwb,its Prasidmt STATE OFFLORIDA COUNfY OF DUVAL 77ls foregoing to anent was aebsawkQged before me this 1f]AV of January.1003.by Paul W. Akkv s,as Preaidew q/Besscws,Ave,a Florida caparationt on bekaif of the corporation.A - personal{, brown tome. 2 - Prepared By and Return To:--- Joanne,L Marear .a" <:�, No is AunDYwstBank �tci�h;t ppar„mo stmawofFlotiohao•targa 200 Want Forsyth Street y'' y Y Q? }a u+ew:v-*R"p"® bty communion apbw.- Jmksomd/k,FL 52202 of see,_ -- AV Commission Number it SNOISNSWIO b00-]d 01\10O3S 8..L . z T . 0 T -}-N�}-- .. b . 9 8.. S . z S- } 8., b . 6 -{ 15 I 0d �ddd N100 I H L 10-1 0 00-1co ' DNI NO3iSI8 : diwoisn0 dTS600 :e 80r co o S3SS0 �j1 d00 -iH Ebxs thio 0o JT �l -17 cn CC) CC) CD m 9SZZ6 dId Xd( cm SZZ8- 89z #Hd ,ldM Ad Sd I TI I Hd SS T T T o w o T S3 I -idd ❑ S ' SO -IG ❑ N I NNUA o Ted Cf] �� F- 0 O cu �1d0 �1�0 3 m m o m Z 3 3 I1d0 o C6o 1"' -1 co M czn H cn mco �? z w w d1SdNUN AH-ld SSf12j1 Xl SNI 1 I JM NI OHAMIddd SS3-]Nn ` 01MOTIU S30211JH3�131JB ON ' C 1f10J\d l S I Hl Hl I M I0NdOHO0 )Jd _-=--=-- - - 10I HHS NI l-iI n1 i 38 -i-iI M SiSS(1 it S Wd�B SH a S1N(IOWd ONd SNdS 1-Id XJI61A ' E s..�ft'e s..�n.e =ddb ssmdl X9 0IA06ddd SS3-1Nn ` SESSf1�jl �jil-ld ?jO 1(10 lON 00 ' T CT -}�T ..S . 8 Z -��} — . b T -{ Hio h❑ HO ),IOdB 01 SNOISNEWIO 2J00-1d ❑NOOEIS HI9 co .d0 ylOdB Ol ii Design Method: MWFRS Components & Cladding Basic Wind Speed: 120 Wind Importance Factor: .77 Building Catagory: Screen ------------------------------------------------ Wind 'nd Exposure: C Webb Residence Internal Pressure Coefficient: 0 1467 Laurel Wa Design Wind Pressure In PSI: y Roof: 16 ;; Jacksonville, FL. 32233 Walls: 17 904-246-4042 l � Host Existing White Frame Walls Under/Add Vinyl Windows o Existing Knee Wall. 20/20 Charcoal Screen i Scale: 1/4" = 12" a0 i (0 l ! Contractor: Lifetime Enclosures, Inc. Jeff Briar CRCO28471 ------------------------------------------------ 5521 Chronicle Court Jacksonville, FL 32256 904-731-5580 1 904-731-5750 Fax N 150"+/- Date: 11/2/05 Drawn By: Gary Ray i i °, °+ c, 69"+/- o i I 69"+/- c� El 50"+/- 50"+/- C) ;o ° x.Io Door ° 0� X ' ° X' � N � x �C �a a + CO I a M c0 X + a .o �y y, Q) + 24 XI w (0 W Q 1 x2x.044typ 0) Existing Knee Wall 68"+/- 150"+/- 104"+/- South Elevation East Elevation North Elevation /Y6 7 44Y