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711 Paradise Ln (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: LAKC Type Work: Property Owner: L C Phone# A41 „ 5741 Contractor: �C Phone # ��/ -41 Permit#: I� _ ,f Date Issued: I , 7. Q� Tree Permit# Foundation Permit# Demolition Permit BUILDING ELECTRIC # u MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date y 3�� 1.011 Temp. Power Slab /. �g Letter Rec'd. I►Sti Undemiab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Topout Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# _ Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: 2x8 SMB Load Width of 5'-6" \\ \\ \\ t4 t ruC From Table 101C P. 1-52 Table Wall Height 8 16 Spans Per Table 207 167 Existing Host Ea Actual Load Width 9'3 New Interpolated Max Span 19'-11" 2x7 SMB Load Width of 5'-6" From Table 101C P. 1-52 Table Wall Height 8 16 2x2x.045 Purlins Spans Per Table 13'1 12'5 Actual Load Width 913 New Interpolated Max Span 12'-11" -H 2x5 SMB Load Width of 5'-6" From Table 101C P. 1-52 /L Table Wall Height 8 16 C —J Spans Per Table 117 90 V L h Actual Load Width 913 00 �j �,e1p'c> New Interpolated Max Span 11'-2" ' 12 N bo 21'9-3/4" Plan Vi 5'0" 10'10-7/8" \ M \ \ 01 \\ 2x3 Com sit Screen Eave N 2x3 Com s' Sc, \\ 6'7-1/2- TO" 4'6" 4'10-112" ` \\5'5-1/2" \\ 5'5-1/2" ------------------------------ \v -- - - - - _ 2x5 SMB Posts `o M o \\ - \ --- ------ ------------- -- Uu \ 2x5 5 B Pc ----------\------- --- Cn N \ \ \ Cy O \\ 2x2 Girts E E 2x2 Girts \ Typical U Typical rn M \ \ / II fisting Concrete oting New 12"X 12"footing w 2#5 Rebar F 191011 21'9-3/4"Skewe Left Side Elevation F Longitudinal i Load Bearing Load Bearing Wall Must Mount to CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000536 Date 5/09/08 Property Address . . . . . . 711 PARADISE LN Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6382 ---------------------------------------------------------------------------- Application desc SCREEN ROOM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BELL SUNTASTIC INC 9776 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 996-1616 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 6382 Expiration Date . . 11/05/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 09 ST CONSTRUCTION SURCHARGE 1 . 74 AB CONSTRUCTION SURCHARGE . 19 STATE RADON SURCHARGE 1 . 83 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Other Fee Total 3 . 85 3 . 85 . 00 . 00 Grand Total 101 . 35 101 . 35 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION r J) v� CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 �-EM19Office: (904)247-5826 • Fax: (904)247-5845 Job Address: �l• .Qt�.l�:`C fL 3 zz 3 3 Permit Number: Legal Description I ,-7— 3 3 Valuation of Work(Replacement Cost) S 63 S'Z, ■ Class of Work(Circle one): qNe_w_---,Xddition Alteration Repair Move • Use of existing/proposed structu )(Cicle one): Commercial Qes< e ■ If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: / x 11x w1i,. e S c-ree,4 goo,, Property Owner Information Name: 4r4: nc 86 l� Address: 7// clkse . City /d y-,C_ c Z, State r'LZip 3 2Z 3 3 Phone �o� ZS'/,z Contractor Information: Name of Company: y/ Qualifying Agent: Address: 57 7.1 Id X/.JF City Jo«ksoxr.,//c State CL Zip S Z-Zy6 Office Phone(yY) 156- /6/K, Job Site/Contact Number 90 2- // State Certification/Registration# Office Fax# oy) 796 _lz//y Architect Name & Phone # �acc�a /moi S�` c7F-.•rt OGs;c�r 1'ti C Engineer's Name &Phone# Oave, m://cr Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work oa installation has commenced prior to the issuance qfa permit and that all work will beerformed to meet the standards of al laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6 months, or i construction or work is suspended or abandoned for a period of six (6) months at any time after work r: commenced f I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools Furnaces, Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOL INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions o, laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of c permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local lam regulating construction or the performance of construction. b Signature of Property Owner: Signature of Contractorjb7iq� ree W Sworn to and subscribed before me Sworn tg and subscribeme this Day of / Z00% !S this I?S Day of � WEIR ` R Nota"*. f } MRSOM - 'W"UMMU 0._y pie Nota Pubk-State of Flaida �( 1111�a -Stets Florida Notary SEE PERMITS} My Commission Expires Aug 3, �]gmisalon Expires ug 3,2009 E f l ED 3.(7���Py 9 F �,�,r Commission#DD 415640 REQUIREMENT$ �ITT�rni cion#DD 5640 51 Y %F Bonded by National Notary Assn. . OF F�. t 8orrded by Na*"N Assn. ozu ".`; VIEWED BY: i Design Procedure / Checklist Florida Building Code Importance Factor .77 Using: AAF Guide to Aluminum Construction in High Wind Areas Structure Type: Screen Chapter 1 / Screened Enclosures Wind Zone 20 mph Exposure c Designer: Alec Barnes Owner: Bell Contractor: 5unta5tic Date: 4/15 Jobsite Address or Property Description: 71 I Paradise Lane Overall Dimensions: Length: 24' (ft) Width: 19, (ft) Screen Wall / Eave Height: 91 (ft); Height Overall 12' Roof Style /Configuration: Mansard/Gable Beam Design (Check Appropriate) F ,_Simple ✓ _Mansard L Gable A) Select Primary Screen Roof Members (Table 10 1 c , Page I-52 ) Beam Span: 173/12'3/9'9 (ft) Spaced @ 5-0 (ft); Select: 2 X anis SMB B) Select Primary Screen Wall Members (Columns Supporting Beams): (Table102 p. I-G4 ) Post/Column Span: 9'-3" (ft) (Spacing per Item A); Select: 2X 5 USING (Stronger from Table 102 OR Beam Minimum from Table 108, p 1-18 or 1-19): 2 X 5 C) Select Non-Bearing Screen Wall Members: (Table 102 c , p. I-G4 ) Post/Column Span: 91 -3" (ft) Spaced @ 5'-0" ; Select: 2X 5 D) Foundation and Post Connection: (Tables 105 & 106, p.1-14) Foundation Type/ Detail Reference: F 3 & Dimensions(F2 or F3): 12 X 12 Load Condition (Table 107, p. 17): I , ✓ 2 3 Using Connection Detail: C1 E) Eave Connection Detail - Page 1-24 Fasten with 2/3 Each # 12 SMS (#12 or#14, Table 108) per side per end F) Mitered Beam Splice Fastening: (Table 109, pp. 1-25) Splice Plate Thickness ✓ 1/4" µ 3/16" #14 SMS per end per side See Table Totals#14 SMS Per Splice see Table All purlins 2X2X.045" Hollow, Girls (Select from Table 103, p 1-70) ✓ _2X2 Hollow, OR G) Cable Bracing: Table 115, p. 1-70 Do Laterally Supported Walls ro'ect more than 20 ft? no Wall Marked: L Exposed Area: Bracing Pairs: 1 Longitudinal 175 2 2 3 4 CITY OF ATLANTIC BEACH PERMIT BYJII=,1]lNG/ZONING TIE+PARITY W+Nrr APPLICATION# 800 Seminole Road Atlacdio Beach,Florida 32233 (904)247-:5800 (404)247-5845 Fax www.ccab.ns ' APPLICATION TRACKING FORM . RdWIRED DEPT. ` /1 -jQf�Y/ �oo ,,00 N PLANNING Property Addms�: d i.�U�.> _ �V _ z BUILDING Y PUBLIC WORKS Appfi .nt: Y PUBLIC UTILITIES Prnject: �5chalfn 1 !' � Y Y DST. PUBLIC SAFETY N -APPROVAL w 0❑ REQUIRED AGENCY: RECEIVED BY: INITIAL' DATE Z Y N n .E.P HUFSTETI-SR d Y N S.J.R.W.M. CARPER Lu Y N ARMY CORPS of ENG SPE Y N HOTELS&RESAURANTS HUFS ETLER APPLICATION STATUS _ CIRCLE ONE SITE BUILDING DA AP REVIEWED BY: 1N1T1AL' DTE ❑ ❑ 1ST REV ❑ SOD ZA 7, CP"/ TNG ❑ 1 ❑ 2ND REV PUBLIG WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY .® 0 3R!]REV ® ❑ ' BUILDING PERMIT APPLICATION r CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 0j,19 Office: (904)247-5826 • Fax:(904)247-5845 Job Address: ��� S t,}L 3 zz 3 3 Permit Number: Legal Description l7— 3 3 Valuation of Work(Replacement Cost)$, • Class of Work((Circle one): Ne Addition Alteration Repair Move ■ Use of existinglproposed struc s)((Circle one): Commerciale ■ If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: Property Owner Information Nam City �.c State +eLZip 2Z j 3 Phone Z.5`y,2.b�s�� Contractor Information: Name of Company:. A"1--4),� Qualifying Agent: Address: 7-7?` 9"? leljr City omke.f//ti StatecL Zip 3 Z-_UVC Office Phone(90Y, - /6/6 Job Site/Contact Number 9 2- // State Certification/Registration# Office Fax# (toy) 7g6-/y/!y Architect Name&Phone# Socc.7x. Engineer's Name&Phone# No //cr- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work o) installation has commenced prior to the issuance ofa permit and that all work will be erformed to meet the standards of al. laws regul?ng construction rn this jurisdiction This permit becomes mull and void if work is not commenced within six(15 months, oconstruction or work is suspended or abandoned for a period of six f6) months at anytime er work t. commenceIrstand thatseparate permitsmustFurnaces, ilers,Heaters, Tanks and Air Conditioners, etG WARNING TO OWNER: YOUR.FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOL INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEN BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t herebycertify that 1 have read and examined this application and know the same to be true and correct. All rovisions o, laws ad ordinances governing this type of work wt'll be complied with whether specified herein or not. The granting of c permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local mt regulating construction or the performance of construction. Signature of Property Owner. Signature of ContracIDA tor �V a i Sworn to and subscr' ed before me Sworn tq and subscn0 bg re me this J K Day of � this I i5 Day of. r.• / Z.00!' , Notary Public: oftieWiSER Notary Public: =o :, No" Pubib-State of Fbrida -''P` `s Pubic-Stale d Florida My Corlanission Expires Aug 3.2009 0• • Aq Coon EVkw Aug 3,2009 REVISED 03.05.07 =y, r c« #Dc 415640 '. comrnlesion:oo 415640 Bonded by National Notary Assn y•g; "' Banded by NdwW Notary,Aden. trCj r� Plan !� {3v�F �✓t Cl _1PERMIT $1 ' ` j' APPLICATION s� 000 vm APPLICATBC RF ]RED DEPT: P �p� Address. Q —�nV PLA �iG BUILDLD IBUILDINGar ,, Y PUBLIC WORKS Applicant- ����L../ 0 V , PUBLIC UTILITIES (�/!/ ' Y F[ DEPT. Project' Y PUBLILI C SAFETY w -APPROVAL n REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE tzLd Y m D.E.P HUFSTE fLER 0Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER F- a Y 1V J HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDIN DA AP IEWED BY: INITIAL: DATE: ® / TISTFN ® ,, _a n.,eery ic.qU secl'oo' ''how 0 n-5 @ c)USGv Slab i.), YPla�iah i� �iC�S�' S�� b ��rr•2 e �Ptra�r��h e�v'�y�ver.c-e..? PLANNING BUILDING E ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY •® ® 3RD REV ® � • ,•�' '' es,` CITY OOFA l,,_ N''I`IC BEACH PERMIT � J � ]BUILDING f ZONING DEPAR17VE N-T APPLICATION# 900 SC inDle Road Atlamtic Bextcb,Florida 32233 (0247-5800 (904 247-5945 Fent www.coab.us APPLICATION TRACKING FORM RE=IRED DEPT: Property Address: 'C! ' i� �uiwit�a Y PUBUG WORKS Applicmt Y P ' Y PUBLIC UTILITIES l �t"'e l 1�,tJ0 J EEtE DEPT Project PUE3UG SAFETY U) -APPROVAL R m cREQUIRED AGENCY: RECENED BYE : INITIAL: DAT LY D.E.P HUFSTE 11R C, Y N S.J.R.W.LIL CARPER MW Y ARMY CORPS of ENG CARPER O Y HOTELS&RESAuRAM•S HUFSTEf LER APPLICATION STATUS CIRCLE ONE SITE BUILDING DA AP REVIEWED BY: WEAL: r` DATE: Q 1 ST REV 0 d PLANNING /�' 13UILDING II 2ND REV E] G K. S 7 BUC WO ' PUBLIC UT LMES FIRE DEPT. PUBLIC SAFETY 0 0 3RD REV CITY OF ATLC BEACH PERMIT `' SJ BUILDING f ZONING DEP IWTEN'T APPLICATION � '00 Seminole Seminole Road 5 •"• = Ai-lantio Beach,Florida 32233 (904)247,ao00 (904)247-5845 Fax APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Props Address l c c ��(,�l 1�;� �� � Y N G Y N PUBLIC WORKS .Applicant: 0 Y N . s Y N FIRE DEPT. Project-. Y N PU9LIC SAFETY w •APPROVAL 0 Q REQUIRED AGENCY: RECEIVED BY: INITIAL DATE: Z Lu a Y N D.E.P HUFSTE(LER Q= Y N S.J.RW.M. CARPER Lu U-1 ofY N ARMY CORPS of ENG CARPER F-• O Y N HOTELSRESAURANTS HUFSTMER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® 1 ST REV ® 0 PLANNING BUILDING ® ® 2ND REV PUBLIG WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY .® ® 3RD REV ® ® ' ■ ■ ■ ■ ■ ,r ' '` CITY OF ATLANTIC BEACH a, e« ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5826 ■ Fax: (904)247-5845 ■ Email: sgraham@coab.us FAX To: Fax# .1Z From: Date: Ar L &k Pages: Z Re: ❑ Urgent ❑ For Review ❑ Please Reply Nkar�gaw� We 40' y . rj!.rV] s City of Atlantic Beach ABLY Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 25, 2008 Contractor: Bestcon Address: 711 Paradise Lane, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 05-31374 If/ DANMWW9ffTLER BUILDING OFFICIAL -Vro(� - -+�Lo�' 5111 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road , Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 os31� E-mail: building-dept@coab.us Date routed: J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 � � ,��� ,�'� Department review required VOLNo Building Planning &Zoning Applicant: t b�(�� U�I i Public Works a. ,. Project: ;Pubfic,Utilities 'L Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING &ZONING PUBLIC WORKS Reviewed by: Date:S -c0-o PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: o N ZE Cr4 x N \ , 77 % 2x5 SMB / In o 2x3 Composite Corner /- TY I 2'4-1/2" 67-1/2" C163 © 3'0" 6'3" 2'9-3/4" 12'3"± �v 14 9 f 20 Composite Corner bRrMMIWi� x -I v (n I X I W A 2x3 C)mposite Corner m `^- / N M\, � MI'vi r-i < N I I (A XI BELL RESIDENCE I I x W Icnl 711 PARADISE LANE BUILDER: SUNTASTIC V O p n X -3 (� -g. c) WIND ZONE: 120 EXP C a IMPORTANCE FACTOR: 0.77 Z APPLIED ROOF LOAD: 10 PSF APPLIED WALL LOAD: 16.3 PSF Host tructure// Copyriciht Notice: Copyright® 2008 - All K!Ighte lZescrved 6y Specialty Structure L9c51gn and/ or David W . Miller Designed in accordance with the Specialty Structure Design, Inc. M AAF Guide To Aluminum Construction In High Wind Areas B 4 s s 13 c vc rly Lane rn as Published by the Aluminum Association of Florida ----I Referenced by the 2004 Florida Residential Code(R301.2.1.1.1) S t. A u q u s t l n c , l o r d a 4# &2004 Florida Building Code(2002.4.1) 3 2 O 9 2 Design Procedure / Checklist Florida Building Code Importance Factor .77 Using: AAF Guide to Aluminum Construction in High Wind Areas Structure Type: Screen Chapter 1 /Screened Enclosures Wind Zone 120 mph Exposure-c-__ Designer: Alec Barnes Owner: Bell Contractor: 5unta5tic Date: 4/15 Jobsite Address or Property Description: 7 1 1 Paradise Lane Overall Dimensions: Length: 24' (ft) Width: 19' (ft) Screen Wall / Eave Height: 9 (ft); Height Overall: 12' Roof Style /Configuration: Mansard/Gable Beam Design (Check Appropriate) _Simple ✓_,Mansard I Gable A) Select Primary Screen Roof Members (Table 101 C , page 1-52 Beam Span: 17-3/123/9-9 (ft) Spaced @ 5-6" (ft); Select: 2 X 17/5 SMB B) Select Primary Screen Wall Members (Columns Supporting Beams): (Table102 p. I-64 ) Post/Column Span: 91-3" (ft) (Spacing per Item A); Select: 2 X 5 USING (Stronger from Table 102 OR Beam Minimum from Table 108, p 1-18 or 1-19): 2X 5 C) Select Non-Bearing Screen Wall Members: (Table 102 G p. I-64 Post/Column Span: 9'-3" (ft) Spaced @ 5-0" ; Select: 2 X 5 p, D) Foundation and Post Connection: (Tables 105 & 106, p.1-14) Foundation Type/ Detail Reference: F 3 & Dimensions(F2 or F3): 12 X 12_ Load Condition (Table 107, p. 17): 1 'I 1 2 ' 3 Using Connection Detail: C1 E) Eave Connection Detail - Page 1-24 Fasten with 2/3 Each # 12 SMS (#12 or#14, Table 108) per side per end F) Mitered Beam Splice Fastening: (Table 109, pp. 1-25) Splice Plate Thickness I ✓ 1/4" 1--3/16" #14 SMS per end per side See Table Totals#14 SMS Per Splice see Table All purlins 2X2X.045" Hollow, Girts (Select from Table 103, p 1-70) ✓ -2X2 Hollow, OR G) Cable Bracin : Table 115 p. 1-70 Do Laterally Supported Walls project more than 20 ft? no Wall Marked: Exposed Area: IL Bracing Pairs: 1 Longitudinal 175 2 2 3 4 L — -- -- REFER TO TABLE 109 AND SCREEN EAVE BEAM SPLICE DETAILS CONNECTION D BOX BEAM 'fl G2" X 2" PURLIN BEAM TO GUTTER & CL GUTTER TO HOST CD -j W DETAIL(S) mrn — - - - _ - - _. Q c 18'(M ' n 0 EAVE RAIL (2" X 2" + 1" X 2") SUPER GUTTER = a z j SPAN OF SCREEN BEAM �,' �/ �/ m d / / / �. N Q X HOST EAVE m < '� '� '� > a INTERMEDIATE GIRT m FOR ALLOWABLE SPANS, REFER T0: ,�' r TABLE 101 FOR BEAM SPANS ,' ,' ty' ,' 0 CL GIRT (CHAIR RAIL) TABLE 102 FOR POST SPANS (BY WIND ZONE) �` P �' C s TABLE 103 FOR PURLIN SPANS TABLE 104 FOR GIRT SPANS ,'� ,'ln,'/ /' m cn TABLE 109 FOR GABLE RIDGE SPLICE ,�' w SPECIFICATIONS ,' ,' Ty REFER TO SOLE CONNECTION DETAIL • i !d TYPICAL SECTION FOR GABLE & HIP REFER TO TABLE 109 AND MANSARD BEAM SPLICE SPECIFICATIONS D SCREEN EAVE BOX BEAM BEAM TO GUTTER & CONNECTION GUTTER TO HOST c DETAILS)l a cn En � o O 4 WX 2 c z 2 a " " PURLIN 30 �,' �, 3 '(MA ) ' EAVE RAIL (2" X 2" + 1" X 2") '` �' •� n c� ai SUPER GUTTER .. = a Z j SPAN OF SCREEN BEAM �` /`�,%�, n M um ,� ; w N ¢ X ,� ,� ,' m J N N INTERMEDIATE GIRT HOST EAVE !�, Z J m = a a FOR ALLOWABLE SPANS, REFER TO: TABLE 101 FOR BEAM SPANS / .'� n o r TABLE 102 FOR POST SPANS (BY WIND ZONE) w O = GIRT (CHAIR RAIL) �,' ♦'cr,' �,' TABLE 103 FOR PURLIN SPANS co o. w TABLE 104 FOR GIRT SPANS ` ,'` ,'U,'` C D = TABLE 109 FOR MANSARD BEAM SPLICE ,' ,' m > SPECIFICATIONS ,�` ,�`��' , V) CA w REFER TO SOLE -o CONNECTION DETAIL ,'� ♦'�3'♦// /d. , a , , e d a . a ♦ /,♦ /,♦ ♦, ♦, 41 A. qd . ♦ ♦ ,♦ ♦♦ TYPICAL SECTION I MANSARD Chapter 1 - SCREEN ENCLOSURES 2" X 4" COLUMN (SHOWN) SCREEN (COLUMN SIZED PER TABLES) 2" x 3" x 1/4" ANGLE EACH SIDE 2" x 2" x 1/8" ANGLE EACH SIDE 3 EACH #14 S.M.S. EACH 1/4" DIA CONCRETE ANCHOR SIDE (1" O.C. MIN.) with/1-1/4" EMBEDMENT �r (MIN.)(TYPICAL) O ° °°° 2" MINIMUM DO NOT SUBSTITUTE LARGER DIAMETER CONCRETE ANCHORS 1/4" DIA CONCRETE ANCHOR ANCHOR EDGE DISTANCE = 3" W/1-1/4" EMBEDMENT (MIN.) (TYPICAL) ANCHOR SPACING = 2" FOR 2X4 POSTS, 3" FOR 2X5 POSTS COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 C1 LOAD CONDITION 2 — CONNECTION UPLIFT CAPACITY = 1,688# CONNECTION SHEAR CAPACITY = 1,184# NOTES: 1) THIS DETAIL IS FOR ALL 2X4 AND 2X5 POSTS 2) CONCRETE FASTENERS MUST HAVE AN ULTIMATE PULL—OUT CAPACITY OF �✓ 2,110# OR A WORKING PULL—OUT CAPACITY OF 528# 3) 2 EACH X 3/8" DIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS) Number of#12 Fasteners per side on Lap of Post/Beam Table 108 12 Nin. Past Spacing Feet Beam Post 4A 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 2 X 4 X 0.045 X 0.100 SNB 2X3 2 2 2 2 2 2 2 2 2 2 X5 X 0.050 X 0.116 SMB 2X3 2 2 2 2 2 3 3 3 3 2 X6 X 0.050 X0.120 SMS 2X3 2 2 2 2 3 3 3 3 3 2 X 7 X 0.055 X 0.120 SMB 2X4 2 2 3 3 3 3 3 3 3 2 X 8 X 0.072 X 0.224 SMB 2X4 3 3 3 3 4 4 4 4 4 2 X 9 X 0.072 X 0.224 SIVE 2X5 3 3 3 3 3 3 4 4 4 2 X 9 X 0.082 X 0.306 SMB 2X5 3 3 4 j 4 4 4 4 4 4 2 X 10 X 0.092 X 0.389 SNB I 2X6 4 4 4 4 1 4 4 5 5 5 AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 18 Chapter 1 - SCREEN ENCLOSURES COLUMN (SIZE PER TABLE 2" X 3" X 5/16" ANGLE 102 BY WIND ZONE) 3" LONG BOTH SIDES 3 EACH #14 S.M.S. EACH (LOAD CONDITION 2 ONLY) PER CONCRETE ANCHOR 3/8" 0 CONCRETE ANCHOR (3/4" O.C. MIN.) W/2-3/4" EMBEDMENT (MIN. TYPICAL) 1" X 2" OB SOLE PLATE 2"X2"X1/8" ANGLE EACH SIDE O O EDGE OF CONCRETE SCREEN TOP VIEW FOR DETAIL C1 COLUMN TO CONCRETE FASTENING NOTES: 1) COLUMN SHOWN IN 2" X 6" WITH 4 CONCRETE ANCHORS (LOAD CONDITION 2 OR 3), SECONDARY ANGLES NOT PRESENT WHEN USING A 2X3 POST. 2) SELECT ANGLES AND FASTENERS BY LOAD CONDITIONS SPECIFIED IN TABLE 107 3) ANGLES PLACED UPON 1X2 OB MAY BE 1/8- 4\— SCREEN 2" COLUMN (SIZE PER TABLE 102 BY WIND ZONE) CONCRETE ANCHOR BY LOAD CONDITION 2%2"0/8" ANGLE EACH SIDE 3 EACH #14 S.M.S. EACH SIDE (3/4" O.C. MIN.) 1" X 2" OB SOLE PLATE 2500 PSI 2 EACH #10 S.M.S. X 1-1/2" CONCRETE LONG INTO SOLE PLATE 1/4" 0 X 3" LONG APPROVED SCREEN FACE ELEVATION CONCRETE ANCHORS ® 24" O.C. COLUMN TO CONCRETE FASTENING (TYPICAL) AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 20 Chapter I - SCREEN ENCLOSURES —1" X 2" OB 0 PERIMETER NOTE #1- USE 1/4"o X 3" LONG LAGS INTO WOOD HOST AND 'A"o X 21/4" LONG CONCRETE SCREWS INTO Uj CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAQ/ SPACING 24" O.C. AND WITHIN 6" OF EACH 4,A= PERPENDICULAR MEMBER 1" X 1- X 1/16- ANGLES 2" LONG NTH 2—#8 X 1/2- V) Z LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP -Tom) V) & BOT 2: LU -HOST. STRUCTURE 4ELEMENTSI-4 .4 4 .4. . 4 v 4 . . 4 14 CONNECTION WITH EXPOSED FASTENERS 1" X 2" OB 0 PERIMETER REFER TO NOTE #1 — THIS SHEET Uj --2— # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1- EMBEDMENT MINIMUM.) V) z w —REFER TO NOTE #1 THIS SHEET U3 0 _j Z: w HOST -STRUCTURE LEMENTS 4 -A -.4 A...V A A CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / I" X 2" TO 1" X 2" CONNECTIONS AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 21 Chapter 1 - SCREEN ENCLOSURES --- 1" X 2" OB ® PERIMETER FASTEN PER NOTE #1 Z . 2" X 2" HOLLOW HORIZONTAL Li (GIRT). r :1" X 1- X 1/16- ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS t -- 1" X 2" OB * PERIMETER FASTEN PER NOTE #1. z2" X 2" HOLLOW HORIZONTAL (GIRT). w w NOTE #1: USE X"0 X 3" LONG LAGS INTO ' WOOD HOST AND Via X 21A" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN N 6" OF EACH PERPENDICULAR MEMBER F— W 0 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2" X 2" GIRT TO 1" X 2" CONNECTIONS 1 AAF Guide to Aluminum Construction in High Wind Areas Page 1 -22 Chapter 1 - SCREEN ENCLOSURES 1" X 1" X 1/16" ANGLES 2" LONG WITH 2- #8 X 1/2- LONG S.M.S. AT EACH LEG. (TYPICAL EACH SIDE, TOP & BOTTOM)- 2" X 2" HOLLOW HORIZONTAL (GIRT). HOLLOW UPRIGHT. CONNECTION W1 EXPOSED FASTENERS 2- # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) `-' 2" X 2" HOLLOW HORIZONTAL (GIRT). .. .:.jMJ.. SELF MATING POST OR HOLLOW POST. CONNECTION W1 CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5 1 AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 23 Chapter 1 - SCREEN ENCLOSURES NUMBER AND SPACING OF MAXIMUM HORIZONTAL SPLICE OFFSET: SCREWS IN TABLE 109 BELOW 1/2 SPAN FOR GABLES; FOR MANSARD, 9" 01 THE LESSER OF 1/3 OF SPAN OR 72" BEAM SELECTED FROM TABLE 101 OMIT SCREWS TOP & BOTTOM (PER SHAPE, WIND ZONE & WALL HEIGHT) AT MITER JOINT (TYPICAL) SPLICE PLATES 6063-T6 ALLOY, THICKNESS OF SPLICE PLATES PER TABLE 109 h �+ . O OQ O /2..G' O O O x V)LL Q 1.. w o�vWi Q 1/2 Q .-Lk- $ I Q_ 0wo 1 /2.. vN 2 _j Z J � r Jaz Q Q Q O Q Q Q a ary\ vo0 Q Q Q '�' G a �LL W r,4 N(H) EQUAL SPACE OMIT SCREWS TOP & B TT 4 '? AT MITER JOINT (TYPIC ) Gi Mx� �zcan 10" 10.1 Mvai2 20" MITERED BEAM SPLICE FASTENING DETAIL TYPICAL SCREW PATTERN FOR SPLICE (#14 SCREWS TYPICAL) BEAM SPLICE NOTES: 1) SPLICE DETAIL SHOWN MAY BE ROTATED FOR MANSARD APPLICATIONS 2) GABLE SPLICE 'MAXIMUM OFFSET 1/2 ALLOWABLE SPAN, VERTICAL OFFSET AT 18 DEGREES (MAXIMUM) 3) MANSARD SPLICE HORIZONTAL OFFSET 1/3 OF ALLOWABLE SPAN OR 5' — 0" (WHICHEVER 1S LESS), VERTICAL OFFSET IS HORIZONTAL OFFSET X .577 (MAXIMUM) 4) MAINTAIN 1/2" BORDER FROM SPLICE PLATE PERIMETER TO ROWS OF SCREWS 5) SPLICE PLATES ARE ALLOY 6063T6 BY THICKNESS SPECIFIED IN TABLE 109 6) N(V) INDICATES NUMBER OF EQUAL SPACES PARALLEL TO BEAM MITER JOINT N(H) INDICATES NUMBER OF EQUAL SPACES PERPENDICULAR TO BEAM MITER JOINT BEAM SPLICE DETAILS Splice #14 SMS Total Horizontal Spacing Vertical Spacing Table 109 Plate Length per side #14 SMS Number of Spacing Number of Spacing Beam: Thickness of Plate per end per splice Spaces N(H) Distance Spaces N(V) Distance 2 X4 X 0.045 X 0.100 SMB 1/4" 20" 12 48 5 1'/:' 2 1'/." ---- 5 2 X 5 X 0.050 X 0.116 SMB 114" 20" 12 48 5 1'/." 2 1'/:` 2 X 6 X 0.050 X 0.120 SMB 3/16" 20" 14 56 5 13h" 3 11/2' 2 X 7 X 0.055 X 0.120 SMB 1/8" 20" 14 56 5 13/." 3 1-7/8" 2 X 8 X 0.072 X 0.224 SMB 3/16" 20" 16 64 5 13/;' 4 1-5/8" 2 X 9 X 0.072 X 0.224 SMB 3/16" 20" 16 64 1 5 13/:' 4 1-3/4" 2 X 9 X 0.082 X 0.306 SMB 114" 20" 20 80 6 1'/2' S 1'/z" 2 X 10 X 0.092 X 0.389 SMB 114" 20" 24 96 7 1'/:' 6 1-3/8" AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 25 Chapter 1 - SCREEN ENCLOSURES BEAM (SELECTED FROM TABLE 101) 1" X 5" X 1/8" ANGLE 6" LONG AT EACH BEAM WITH 3 EACH Z" X 2" X 1/8" ANGLE EACH SIDE 3/8" 0 X 2" LONG LAG SCREWS OF BEAM WITH 1 EACH #14 X 2" INTO FASCIA (PROVIDE LAG \ S.M.S. TO GUTTER & 2 EACH #14 SCREWS ALONG GUTTER ® 24" 3/4" S.M.S. INTO BEAM O.C. BETWEEN ANGLES/BEAMS) \ 3 EACH #12 X 3/8" 0 LAG SCREWS 2" \ 3/4" S.M.S. LONG (3 THRU 1-X 5" ANGLE AND ® 24" O.C.) o #14 S.M.S. 2" LONG \ EACH SIDE OF BEAM \ AND 24" O.C. 2" X 2" X 1/8" A%QLE p EACH SIDE OF EACH BEAM WITH 2 EACH #14 \ 0 X 3/4" S.M.S. INTO BEAM \ NOMINAL 2" FASCIA 3/8" 0 LAG SCREW X 8" BEAMS (MAY BE SLOPING OR LONG W/ FERRELL* - 1 LAG EACH SIDE OF EACH BEAM THRU HORIZONTAL) ANGLE (LAG SCREWS MAY BE 5 SUPER GUTTER ANGLED TO ACCOMODATE FASCIA) CONNECTION DETAIL#115" SUPER GUTTER TO PLUMB FASCIA *NOTE: FERRELL MAY BE 1" X 1" EXTRUDED PICKET MATERIAL, 1" 0 ALUMINUM TUBE, OR 1" 0 SCHEDULE 40 PVC PIPE AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 27 Chapter 1 - SCREEN ENCLOSURES SIZE BEAM PER TABLE 101 COVER PLATE ~� 1 0 1 0 0 0 1" X 2" OPEN BACK FASTENED 1 I I I TO 2" X 2" WITH #10 S.M.S. 0 I I 24" O.C. (TYPICAL) I I COLUMNPER TABLE 102 LAP BEAM WEBS OVER I I COLUMN (PER COLUMN AND FASTEN WITH I I #12 S.M.S. PER TABLE I 108(12) (P.18); OR #14 1 S.M.S. PER TABLE 108(14) - j (P.19) 1 EAVE CONNECTION DETAIL (TYPICAL EAVE CONNECTION) AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 24 Chapter 1 - SCREEN ENCLOSURES 2" X 2" PURUN MAY BE SLOPING OR HORIZTONAL COVER PLATE 2" X 2" X 1/8- ANGLE WITH END WALL COLUMN SELECT-j #10 S.M.S. IN EACH LEG PER TABLE 102 END WALL PURLIN CONNECTION DETAIL#1 2" X 2" PURUN MAY BE SLOPING OR HORIZTONAL COVER PLATE i o END WALL COLUMN SELECT2" X 2" X 1 8" ANGLE WITH PER TABLE 102 2 #10 S.M.S./IN EACH LEG. END WALL PURUN CONNECTION DETAIL#2 END WALL COLUMN O O SELECT PER TABLE 102 2"x2"x1/8" ANGLE EACH SIDE 2 EACH #14 S.M.S. EACH SIDE 1/4" 0 X 3" LONG 4 APPROVED CONCRETE ANCHOR EACH SIDE a END WALL FOUNDATION CONNECTION AAF Guide to Aluminum Construction In High Wind Areas Page 1 -34 Chapter 1 - SCREEN ENCLOSURES 1/8" ANGLE BRACKET WITH (9) #14 X 3/4" S.M.S. TO �y WALL MEMBERS. o 0 r o— e e e e e o O e 5/16" EYEBOLT WELDED o e CLOSED WITH DOUBLE NUTS. O DOUBLE COMPRESSION SLEEVES 1/8- STAINLESS STEEL CABLE CUT FROM 1" X 5" ANGLE C9 1 DETAIL C9 1/8" STAINLE S STEEL CABLE 1 1/8" STAINLESS STEEL CABLE. DOUBLE COMPRESSION SLEEVES C10 THIS CLIP MAY ALSO BE 1 USED ON SIDE OF 3" A.S.T.M. A--36 STEEL CQNCRETE SLAB. MAINTAIN TYPICAL WALL ELEVATION CLIP WITH 2--3/8" X 3" 2" MIN. EDGE DISTANCE 1/8" STAINLESS STEEL CABLE SLEEVE ANCHORS TO CONCRETE DECK. (ALTERNATIVEI) DOUBLE COMPRESSION DETAIL ( ) C10 SLEEVES. 1 LATERAL WALL BRACING NOTES: EACH WALL NOT LATERALLY SUPPORTED BY HOST STRUCTURE MUST BE CABLED — SELECT NUMBER OF CABLE PAIRS FROM TABLE 115 BY = AREA OF WIND EXPOSURE — TABULAR VALUES cv 3/8" SLEEVE REPRESENT WALLS PERPENDICULAR TO CABLED WALL o ANCHOR. PROVIDE ONE SET OF CABLES ON LATERALLY / " / " SUPPORTED WALLS PROJECTING MORE THAN 20 FEET. FLAT BAR 5 8x1 8 WHERE THE INBOARD WALL END CONNECTS TO A HOST STRUCTURE, FASTEN ONE HALF PAIR CABLES (ONE CABLE) AT THE OUTBOARD END (TOP) OF THAT DETAIL (ALTERNATIVE 2) C10 SAME WALL THE CABLE MUST PULL THE TOP OF THE WALL (EAVE) TOWARDS THE HOUSE. IT IS NOT ALTERNATIVE PLACEMENT: STRAP MAY BE NECESSARY TO PROVIDE A CABLE TO PULL THE EAVE APPLIED HORIZONTALLY TO TOP OF SLAB AWAY FROM THE HOUSE. AND BENT TO CONFORM TO CABLE ANGLE AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 42 zso• ---A.zPo• 3/8" THRUBOLTS. 1.7600 L3200 y� SPECIAL U — BRACKET 0.22" n THICK WITH 1/4" RADIUS G) LC a SPECIAL U-BRACKET o USE 3/16"x 5"x (DEPTH OF BEAM) PLATES ON ALL INTERIOR ROOF BRACES 3 WHERE INTERIOR SPLICE PLATES DO NOT - 0 3 EXIST. m .o O O y � 0 n X O 0 m m z 1 1/4"x 1 1/4"x 1/8" m ? DIAGONAL WIND BRACING W/ 0 S` 3/8" THRUBOLT ATTACHMENT r' TO U—BRACKET CL c= D (THIS MEMBER IS TO BE USED ;u FOR ALL ROOF BRACING) m y BOX BEAM 0 ' 3/16" PLATE OR ANGLE THIS LOCATION. ROOF DIAGONAL BRACING CONNECTION Chapter 1 - SCREEN ENCLOSURES EXPOSURE C SUPPLEMENT REFER TO "C" DETAILS FOR CONNECTIONS PER APPLIED LOAM PAVERS MAY OR MAY NOT BE PRESENT — MAINTAIN EMBEDMENT SPECIFIED FOR FASTENING REQUIREMENTS o a -- .ii t s0 FM w ~ a a • a w 4 e• 2 EA — #5 CONTINUOUS a w (EXCEPT 8" X 8") WIDTH PER TABLE SECTION / CONTINUOUS PERIMETER FOOTING F3 Detail F2 Footing Dimensions (HVHZMW ONLY) Table 105 _Wbnolithic Foote_n +_ ANowable Spans ITotal 1 Bottom Screen Reinforcement Haight�InZ I ._.W In) t Roofs . Nominal Patio Slab(only) - 3 /. _1 W W M ; 8181-03/4- 1 Each#5 - 8--- - -12_ ._ ._ .. 20'-3'/," 2 Each#5 _ . 12 12 - 26'-11'/" _ 2_Each#5 .- 12 -— - 16 31'-43/." _— 2 Each#5 16 40!-3/4' 2 Each#5 ontinuous Perimeter Concrete Food Table 106_ .I TqL)Spam T(HVHZmNE 9P� Hei N(h) Width__(tn� Aliouvable Reinforcement 8 8 I 9-1(P/," - 1 Each#5 _8 12 13'-4" 2 Each#5 1 12 _12 20'-0" 2 Each#5 - . ..- 12 f 16 26'-8" 2 Each#5 - - .- 16 16 35'-G'/." 2 Each#5 I Note: Height and Width Dimensions may be transposed AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 14 Chapter 1 - SCREEN ENCLOSURES EXPOSURE C SUPPLEMENT ALLOWABLE SPANS for Mansard Beams in Screen Roofs Table 101c Wind Zone= 120 NPH Applied Wall Load = 16.3 PSF Exposure C Maximum Wali Hei ht= 8 ft ied Roof Load = 10 PSF Load Widths or Spacing BEAM 4'-0" 4'-6" 5'-0" 5'- 6-0" 1 6'-6" T-0" T-6" 8'-0" 2 X4 X0.045 X0.100 SMB 11'-1" 9-10" '9-2" 8'-7" 8'-1" T-8" T-3" T-4" 6'-7" 2 X 5 X 0.050 X 0.116 SMB 14'-0" 12'-6" 11'-8" 11'-0" 194" 9'-10" 9-4" 9-5" 8'-7" 2 X 6 X 0.050 X 0.120 SMB 15'-1" 13'-7" 12'-8" 11'-11" 1 T-3" 10'-8" 10'-2" 10'-2" 94" 2 X 7 X 0,055 X 0.120 SNB 16'-6" 14'-10" 13'-11" 13'-1" 12'-5" 11'-9" 11'-3" . 11'-2" 10'-3" 2 X 8 X 0.072 X 0.224 SNB 26'-2" 23'-8" 22'-0" -7'' 19'-3" 18'-1" 1T-3" 1T-1" 16-11" 2 X 9 X 0.072 X 0.224$MB 26'-9" 24'-4" 22'-7" 21'-2" 19'-10" 18'-7" 1 T-8" 1 T-5" 16'-3" 2 X 9 X 0.082 X 0.306 SNB 33'-1" 30'-5" 28'-6" 26'-10" 25'-5" 24'-1" 22'-10" 22'-4" 20'-9" 2 X 10 X 0.092 X 0.389 SNB 41'-1" 38'-2" 35'-11" 33'-11" 32'-3" 30'-9" 29'-4" 28'-7" 2T-0" Maximum Horizontal Offset of Mansard Splice is 1/3 Allowable Span or 7 ft, whichever is less. Maximum Slope of Mansard Leg = 30 degrees ALLOWABLE SPANS for Mansard Beams In Screen Roofs --Table 104 Wind Zone = 120 MPH Applied Wall Load= 16.3 PSF Exposure C Maximum Wall He` ht= 16 ft Applied Roof Load = 10 PSF Load Widths or SDacinq BEAM .4!-0" 4'-6" 6-T 5'-6" 6'-0" 6=6" 7'-0" T-6" 8'-0" 2 X 4 X 0.045 X 0.100 SNB T-11" 7'-3" 6'-8" 6'-2" 6'-2" 5'-5" 5'-1" 6-1" 4'-6" 2 X 5 X 0.050 X 0.116 SMB 19-6" 9'-7" 8'-11" 6-3" 8'-3" T-3" 6-10" 6'-10" 6'-2" 2 X 6 X 0.050 X 0.120 SNB 11'-7" 10'-T' 9'-10" 9-1" 9'-1" 8'-0" T-T' T-7" 6-10" 2 X 7 X 0.055 X 0.120 SNB 12'-10" 11'-9 10'-11" 10'-2" 10'-2" 9-0" 6-6" 8'-6" T-8" 2 X 8 X 0.072 X 0.224 SNB 21'-10" 19-6" 1T-8" 16'-T' 16'-7" 14'-9" 14'-0" 14'-0" 12'-9" 2 X 9 X 0.072 X 0.224 SNB 22'-T' 20'-3" 18'-2" 17`-0" 1r-o" 15'-2" 14'4" 14'-4" 13'-1" 2 X 9 X 0.082 X 0.306 SMB 29-10"I 2T-4" 25'-2" 23'-3" 23'-3" 20'-0" 18'-6" 18'-6" 16'-9" 2 X 10 X 0.092 X 0.389 SNB 38'-6" 35'-8" 33'-3" 31:-2" 31'-2" 2T-8" 1 26'-1" 26-1" 23'-5" AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 52 Chapter 1 - SCREEN ENCLOSURES EXPOSURE C SUPPLEMENT ALLOWABLE SPANS for Gable Beams in Screen Roofs Table 101c Wind Zone = 120 MPH Applied Wall Load = 16.3 PSF Exposure C Maximum Wall Height= 8 ft Applied Roof Load= 10 PSF Load Widths or Spacing BEAM 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" T-6" 8'-0" 2X4 X0.045 X0.100 SMB 11'-2" 10'-5" 9-8" 9'-1" 8'-7" 8'-2" T-9" T-5" 7'-1" 2 X 5 X 0.050 X 0.116 SMB 14'-1" 13'-1" 12'-3" 11'-7" 10'-11" 10'-5" 9-11" 9'-6" 9'-1" 2 X 6 X 0.050 X 0.120 SMB 15'-3" 14'-3" 13'-4" 12--r 11'-11"1 11'-4" 10'-9" 10'-4" 9'-11" 2 X 7 X 0.055 X 0.120 SMB 16-8" 15'-6" 1 14'-7" 1 13'-9" 13'-0" 12'-5" 11'-10" 11'4" 10'-10" 2 X 8 X 0.072 X 0.224 SMB 24'-10" 23'-3" 21'-10" 20'-8" 19'-8" 18'-9" 17'-11" 1 T-3" 16'-7" 2 X 9 X 0.072 X 0.224 SMR 25'-5" 23'-9" 22'-4" 21'-2" 20'-1" 19'-2" 16-4" 1r-7" 16-11" 2 X 9 X 0.082 X 0.306 SMB 31'-0" 29-0" 27'-4" 25'-11" 24'-8" 23'-6" 22'-7" 21'-8" 20'-10" 2 X 10 X 0.092 X 0.389 SMB 36-3"__ 3V-10-13T-10" 32'-1" 30'-7" 29'-3" 28'-1" 2T-0" 26-0" Note: Slope of Gable Roof not to exceed 18 Degrees ALLOWABLE SPANS for Gable Beams In Screen Roofs Table 101c Wind Zone = 1.20 MPH Applied Wall Load = 16.3 PSF Exposure C Maximum Wall Height= 16 ft Applied Roof Load= 10 PSF Load Widths or SPacing BEAM 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6-6" 7'-0" 7'-6" 8'-0" 2 X 4 X 0.045 X 0.100 SMB 8'-8" T-11" T-4" 6'-10" 6-4" 6'-0" 5'-8" ' 6-4" 5'-1" 2 X 5 X 0.050 X 0.116 SMB 11'-4" 10'-5" 9-8" 9'-0" 8'-6" 8'-0" T-0" T-2" V-10- 2 X 6 X 0.050 X 0.120 SNB 12'-5" 11'-6" 19-8" 9-11" 9-4" 8'-9" 94" T-11" 7'-6" 2 X 7 X 0.055 X 0.120 SNB 13'-9" 12'-8" 11'-10" 11'-0" 10'-4" 9'-9" 1 9-3" 8'-10" 8'-5" 2 X 8 X 0.072 X 0.224 SMB 21'-8" 20'-1" 18'-9" 17'-7" 16'-8" 15'-9" 15'-0" 14'4" 13'-8" 2 X 9 X 0.072 X 0.224 SNB 22'-2" 20'-7" 19-3" 18'-1" 1T-1" 16'-2" 15'-5" 14'-8" 14'-1" 2 X 9 X 0.082 X 0.306 SNB 27'-8" 25'-8" 24'-1" 22'-8" 21'-5" 20'-4" 19'-5" 18'-7" 17'-10" 2 X 10 X 0.092 X 0.389 SNB 34'-10"I 32'-5" 30'-5" 28'-9" 27'-3" 25'-11" 24'79" 23'-9" 22'-9" AAF Guide to Aluminum Construction in High Wind Areas Page 1 - 57 Chapter 1 - SCREEN ENCLOSURES EXPOSURE C SUPPLEMENT ALLOWABLE SPANS for Primary Members In screen Walls(Posts/Columns) Table 102 Wind Zone= 120 MPH Applied Unit Load= 16.3 PSF Exposure C Wall Height 15' Maximum) Load Widths or SDacina Past/Column 4'-0" 4'-6" 5'4" 5'-6" 1 6'-0" 6'-6" T-0" T-6" 8'-0" 2 X 2 X 0.045 X 0.045 Hollow 5'-2" 4'-11" 4'-6" 4'-5" J 4'-3" 4'-1" 3'-11" 3'-9" 3'-8" 2 X.3 X 0.045.X 0.045 Hollow 6'_9" 6'4" 640" 5'-9" 5'-6" 5'-4" 6-1" 4'-11" 4'-9" 2 X 3 X 0.045 X 0.045 Snap T-3" 6'-10" 6'-6" 6'-2" 5'-11" 1 5'-8" 6-6" 5'-4" 5'-2" 2 X 4 X 0.050 X 0.050 Hollow 8'-3" T-10" T-5" T-1" 6'-9" 6'-6" 6-3" - 6'-1" 5'-10" 2 X 4 X 0.045 X 0.045 Snap 8'-11" 8'-5" 7'-11" T-T 7-3" 6'-11" 6'-9" 6'-6' 6'-4" 2 X 4 X 0.045 X 0.100 SNB 10'-5" 9'-10" 94" 8'-11" 8'-6"- 8'-2" T-11" T-8" I T-5" 2 X 5 X 0.050 X 0.116$ 12-3" 11'-6" 10'-11" 10'-5" 9'-11" 9'-T 9'-3" 8'-11" 9-r.7 2 X 6 X 0,050 X0.120 SNB 17-3" 11'-T 10'-11" 10'-8" 10'-0" 9'-8" 9'-3" 8'-11" 8'-8-.. 2 X 7 X 0.055 X 0.120 SNB 13'-5" 12'-8" 12'-0" 11'-5" 10'-11" 10'-6" 10'-2" 9'-10" 9' - 2 X 8 X 0.072 X 0.224 SNB 20'-11" 19'-9" 18'-9" 1T-10" 1T-1" 16'-5" 15'-10" 15'-4" 14'-10" ALLOWABLE SPANS for PrimaryMembers in Screen Walls(Posts/Colunnns) Table 102 Wind Zane= 130 NPH Applied Unit Load= 18.9 PSF Exposure C all Height 15'Maximum) Load Widths or Spacing Post/Column 4'-0" 4'-6" 5'-0" 5'-6" 6'40" 6'-6" T-0" T-0" 8'-0" 2 X 2 X 0.045 X 0.045 Hollow 4'-10" 4'-T 4'4" 4'-1" 3'-11" 3'-9" 3'-8" Tor T-5" 2 X 3 X0.045 X 0.045 Hollow 6'-3" 5'-11" 5'-T 5'-4" 5'-1" 4'-11" 4'-9" C-T 4'-5" 2 X 3 X0.045 X 0.045 Snap 6'-9" 6'-4" 6'-0" 5'-9" 5'-6" 6-4" 5'-1" 4'-11" N-9" 2 X 4 X 0.050 X 0.050 Hollow T-8" 7-3' 6'-10" 6'-T 6'-3" 6'4" 5-10" 5'-T E-5" --f 2 X 4 X 0.045 X 0.045 Snap 8'-3" T-10" T-5" T-1" 6'-9" 6'-6" 6'-3" 6'-1' 5'-10" 2 X 4 X 0.045 X 0.100 SNB 9'-9" 9-2" 8'-8" 8'-3" 7'-11 T-T T4" T-1" 6'-10" 2 X 5 X 0.050 X 0.116 SNB 11'4" 10'-8" 10'-2" 9'-8" 9-3" 8'-11" 8'-T 8'-3" V-V 2 X 6 X 0.050 X 0.120 SMB 11'-5" 10'-9" 10'-2" 9'-9" 9'44" 8'-11" 8'-T 8'-4" 9-1" 2 X 7 X 0.055 X 0.120 SNB 12'-6" 11'-9" 11'-2" 10'-8" 10'-2" 9'-9" 9'-5" 9'-1" 8'-10" 2 X 8 X 0.072 X 0.224 SNB 19'-5" 18'-4" 1T-5" 16'-T 15'-11" 15'-3" 14'-8" 14'-2" 13'-9" ALLOWABLE SPANS for Primary Members In Screen Walls(Posts/Colunm) Table 1 Wind Zone= 140 NPH Applied Unit Load= 22.4 PSF Exposure C all Height 15' Ma)dmum) Load Widths or Spacpg Post/Column 4'-0" 4'-6" -0" I 5'-6" 6'-0" 6'-6" T-0" T-6" 8'-0" 2 X 2 X 0.045 X 0.045 Hollow N-5" 4'-2" T-11" 3'-9" 3'-T 3'-6" 3'-4" 3'-3" 3'-2" 2 X 3 X 0.045 X 0.045 Hollow 5'-9" 5'-5" 5'-2" 4'-11" 4'-W 4'-6" 4'-4" 4'-2" 4'-1" 2 X 3 X 0.045 X 0.045 Snap6-2" 5'-10" 5-T 5'-3' 5'-1"_. 4:=l Oft -4'-8" 4'-6" 4'-5" 2 X 4 X 0.050 X 0.050 Hollow T-1" 9-8" 6-4" 6'-0" 5'-9" 5'-6" --M-4" 1 5'-2" 4'-11" 2 X 4 X 0.045 X 0.045 Snap T-T T-2" 6-10" 6'-6" 6'-2" 5'-11" 5'-9" 5,-T 5'-5" 2 X 4 X 0.045 X 0.100 SNB 8'-11" 8'-5" T-11" T-T 7'-3" 6-11" 6'-9" 6'-6" 64" 2 X 5 X0.050 X 0.116 SNS 10'-5" 9"-10" 94" 8'-11" 8'-6" 8'-2" T-i0" T-T T4" 2 X 6 X 0.050 X 0.120 SNB 19-6" 1 9-11" 1 94" 8'-11" 8'-T 8'-3" 7'-11" T-8" T-5" 2 X 7 X 0.055 X 0.120 SNB 11'-5" 10'-10" 10'-3" 1 9-9" 9'-4" 8'-11" 8'-8" 8'-4" $-1" 2 X 8 X0.072 X 0.224 SNB 1T-10"I le-ion I 15'-11" 15'-3" 14'-T 14'-0" 13'-6" 13'-1" 12'-8" AAF Guide to Aluminum Construction in High Wind Areas Page 1 -64 Chapter 1 - SCREEN ENCLOSURES EXPOSURE C SUPPLEMENT TABLE 114 -- SOLID ROOF PANEL SPANS, USE TABLE 201 (ALLOWABLE SPANS FOR SOLID ROOFS IN SCREEN ROOMS) ALLOWABLE SPANS-Secondary Members in Screen Roofs Table 103 Purlins in Screen Roofs) FOR ALL Wind Zones Maximum Beam S Ci 811 Unit Load= 10 lbs/sqft Load Width/S aci Extrusion 4'-0" 4'-6" 6-0" 5'-6" 6-0" 6-6" T-0" 2X2X045 Hollow 9'-3" 8'-8" 8'-3" T-10" T-6" T-3" 6-11" 2X3X045 Hollow 11'-4" 10'-8" 10'-1" 9'-8" 9'-3" 8'-11" 8'-7" 2X4x.050 Hollow I 16-(" 14'-2" 13'-5" 12'-10" 12'-3" 11'-9" 11'-4" Allowable Areas of Wall [Wind]Exposure by Zone for Wall Bracing Table 115 (Tabular values must be multiplied by 72% for all gabled enclosures) EXPOSURE C (Load Case B) Cable Pressure= 20.6 PSF 24.1 PSF 27.5 PSF 31.8 PSF 27.5 PSF 30.1 PSF Pairs Wind Zone= 120 130 140 150140 HVHZ 146 HVHZ 1 (TABULAR 140 119 105 W 105 96 2 VALUES 260 222 195 169 195 178 3 IN 346 295 259 224 259 237 4 SQUARE 396 339 297 257 297 271 5 FEE 421 360 316 273 316 288 Number of#14 SMS Required at Beam Ends (per side) for Carrier Beams Table 116 and Minimum Column Size Required for Each Beam Beam Min Beam and Column So acing Selected Cot = 10 12 14 16 18 20 22 24 2 X 4 X 0.045 X 0.100 SMB I 2X3 1 1 1 2 2 2 2 2 2 2 2 X 5 X 0.050 X 0.116 SMB I 2X3 1 2 2 2 2 2 2 2 3 2 X 6 X 0.050 X 0.120 SMBI 2X3 2 2 2 2 2 2 3 3 3 2 X 7 X 0.055 X 0.120 SMB 2X4 2 2 J 22 2 3 3 3 3 2 X 8 X 0.072 X 0.224 SMB 2X4 2 2 1 3 3 3 3 3 4 4 2 X 9 X 0.072 X 0.224 SMB 2X5 2 2 3 3 3 3 3 4 4 27X—9X 0.082 X 0.306 SMB 2X5 3 3 3 3 4 4 4 4 5 2 X 10 X 0.092 X 0.389 SMB 2X6 3 4 4 4 5 5 5 1 5 6 4 X 8 X 0.072 X 0.224 SMB 4X4 1 3 3 4 4 4 5 5 1 5 5 4 X 9 X 0.072 X 0.224 SMB 4X4 1 3 3 4 4 4 5 5 5 5 4 X 9 X 0.082 X 0.306 SMB 4X4 4 4 5 5 5 6 6 6 6 4 X 10 X 0.092 X 0.389 SMB I 4X4 16 6 6 7 7 7 1 8 Note: Use 2X4 Post Minimum for 2X6 Beams for spacings exceeding 7' - 0" o.c. AAF Guide to Aluminum Construction in High Wind Areas Page 1 -70 15 U3 13 5/� 14 3A,6 O\q6 711 Qaco�� s2l�r� A �\oe��c S3eoc=h NAP SHOWING BOUNDARY Su VEY OP LOT 33 AS SHOWN ON .MAP OP PARADISra PR�E�vE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE. BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED FLAT. NOTE 7HE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X' AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D, DA70 4--17-89. C.ERTTVIRnL C' -- �n _ 666/ t yZZ-�If� LEGEND: WHITNEY LEE BELL � nt' • FOUND 1/2" IRON,(LB:'t704) TOLD REPUBLIC NATIONAL TITLE ; SET 1/2" IRON (LB 1704) LAW OFFICE OF DEBORAH TAYLOR R/W RIGHT OF WAY PC POINT OF CURVATURE r`CJI' PT POINT OF TANGENCY �0 BRL BUILDING RES7R1C7ION UNE CH CHORD DISTANCE �014 R RADIUS 0f �(� L ARC LENGTH RCP REINFORCED CONCRETE PIPE NQS R P� =SO— STORM DRAINAGE PIPE LP > vN �3•�Z �/� ��r s�' rl n. LOT 33-� N POND N ,C4, 011 '� ��t� •� .� � ! � Opp � ` O F,ti 0,"ve wry--y one a FRAME COLUMN GO��O � Fbg- Iv •c �yo'� � '✓ ' \\ �S�y .op,�. +"'� ••;'- _ . 539.92 P( + ; `� 40THor 3 \ + lux �v'� Abp I 0 BUILDING PERMIT APPLICATION J' Iy Y CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 ,;0S), Office:(904)247-5826 • Fax:(904)247-5845 Job Address: _ -71/ W. Almy---r- &C :2 3 z 3 3 Permit Number:! _ Legal Description l j�— 3 3 Valuation of Work(Replacement Cost)S ■ Class of Work((Circle one): eddition Alteration Repair Move ■ Use of existing/proposed strutjN s)(Circle one): Commercial cl >< ee ■ If an existing structure,is a fire sprinkler system installed?(Circle one): eY s No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type/of work to be performed: AoDh- Proaerty Owner Information Nam City .c State�[Zip 2Z S 3 Phone 9 2.Sy�2. � Contractor Information: Name of Company:. le-4 a Qualifying Agent: Address: &Z ,�/ City JoLc ksm,&-,//je State gcl- _Zip s zZy6 Office Phone(94Y) g56- 1'6/l Job Site/Contact Number q z, // State Certification/Registration# Office Fax# (t&-V) gg6 Architect Name&Phone# S.eccl?x./t�•y S7` .7`...►� �ra�t Sh C Engineer's Name&Phone#. 4ve- m;//c, C Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work of installation has commenced prior to the issuance o�ffa permit and that all work will be performed to meet the standards of al. laws regulating construction an this jurisdiction. This permit becomes null and void ark is not commenced within six(6, months, or i f construction or work is suspended or abandoned for a period of srx ((6) months at any time after work u commenced I understand that separate ppermits must be secured for Electrical N'ork, Plumbing, Signs, Wells,Pools. Furnaces,Boilers,�leaters, Tanks and�Iir Conditioners, etG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOL INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t hereby certi that I have read and examined this application and know the same to be true and correct. All provisions o laws and orddinances governing this type of work will be complied with whether specified herein or not. The granting o c permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local lam regulating construction or the performance of construction. \\ 6 Signature of Property Owner, Signature of Contractor: WU0A Sworn to and subser' d before me Sworn t and subscribed b re me this Day of 2�r3 `� this�Day of�, Notary Public: Notary Public: G" KRAMER .6.� ,,/may, + S.' N0"PW�4-�01Fb 0 ?� L riwilll. SW of rb*k REVISED 03.0 5.07 , ._ 'CO""` 0"don 'Aug 3,Zoos Cwwft n EVkn Aug 3,2009 Con #DD 415640 ,, Conmb ion#W 415&40 ''F :�" Bonded by Na6anal Ndsry Assn. BMW- Bolded by Naf W Notary Af� MAP SHOWJNG BOUNDARY SIJRVB- OF LOT 33 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57. PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE BEARI SHOWN ON RIGHT—OF—WAY LIVE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEtED HEREON APPEARS TO UE WITHIN FLOOD ZONE '7C" AS SCALED FROM 7HE ROOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-00010. DATED 4-17-89. -- I`EBT.tFIM PQ: LEGEND: WHITNEY LEE BELL • SND 1/2' IRON,'(LB 1704)„ OLD REPUBLIC NATIONAL TITLE o SET I/2• NM (LB 1704) LAW OFFICE OF DEBORAH TAYLOR R/W RIGHT OF WAY n PC POINT OF CURVATURE PT POINT OF TANGENCY CO �tL WILDING RESTRICTION LINE CH CHORD DISTANCE ON Ab, �c�� L ARCLENGTHOF sicRCP 29 �P -- STORM DRAINAGE PIPE PIPE LP O ?, i 04? LPJ� 2 5G ' 53.12, � �. •3 5a '�. N65 LOT 33-\ / � O POND Orr \41 y � / a 00 -P o % �4• FAQ A / \ \ b \ loceft \ \ �O�O2ogk `� :. : V�/ •O --rte` � PC r \ Ap wz r ` t Om) �•: : =� o� Po�P��� '� LQ Public Works Plan Review Comments c�ln Initials: Date: Project Name/Address: C�teem pp cation Permit#: If Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, show ng l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66 See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. _ ❑ ❑ Product Approval Sheet for The City of Atlantic Beach Project Name: ru t z-R t ` r Permit# Project Address: CX Atlantic I Atlantic Beach,FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72. please provide the information and product approval numbers{s}for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacture Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Plastpro Fiberglass Door Evaluated for use in locations adhering to the Florida FL1321 NA Building Code and where pressure requirements as NA determined by ASCE 7 Minimum Design Loads for NA Buildings and Other Structures does not exceed the design pressure ratings listed on related test report Castlegate Steel Door FL20 Masonite Steel Door None Known FL18,FL19 2. Sliding Kinco Pocket Sliding Alum.Door Mark 2/3/4/5 SGD DP+35/-35 4068 Panels,Mark 2/3/4/5 FL126.1 SGD DP+30/-30 3080 PanelsMark 2/3/4/5 HP SGD DP+45/45 4080 Panels,Mark 2/3/4/5 XHP SGD DP+55/-555080 Panels, Mark 2-HP Miami-Dade NOA#01-0131.03,Mark 4-HP Miami-Dade NOA#01-0131.05,Mark 2-XHP Miami-Dade NOA#01-0201.01,All Windows are to be Installed per Manufacturers Installation Drawings Anchor Size,Type and Spacing are determined by the type of construction per Manufacturers Installation Drawings. 3.Sectional Wayne Dalton Sectional Overhead Garage Dr. none listed FL22.1 ,ategory/Subcategory Manufacture Product Description Limitation of Use A. EXTERIOR DOORS 4. Rall up NIA 6.Automatic N/A 6. Other N/A Category/Subcategory Manufacture Product Description Limitation of Use B.WINDOWS 1. Single Hung Kinco Alum Single Hung Insul Mark 40/50 DP+35/45 52.125 x 96,Mark 40/50HP FL123. � DP+50/-60 52.125 x 62, Mark 40/50HP DP+50/-55 52.125 x 75.75,Mack 40/50 DP+35/-35 52.125 x 96, TW DP +50/-50 52.125 x 77,TW DP+45/-50 48 x 96,TW DP+351-35 52.125 x 96, TB DP+501-50 52.125 x 96,MPSH Miami-Dade NOA#02-0128.06,All Windows are to be Installed per Manufacturers Installation Drawings.Anchor Size, Type and Spacing are determined by the type of construction per Manufacturers installation Drawings. 2. Horizontal Slider NIA 3. Casement N/A 4. Double Hun N/A Category/Subcategory Manufacture Product Description Limitation of Use B.WINDOWS 5. Fixed N/A 6.Awning NIA 7. Pass Through N/A 8. Projected N/A Category/Subcategory Manufacture Product Description Limitation of Use B.WINDOWS 9. Mullion Kinco Alum Single Hung Insu€ Mark 40/50 DP+35/45 52.125 x 96,Mark 40/50HP DP+501-60 52.125 x 62, Mark 40/50HP DP+50/-55 52.125 x 75.75,Mark 40/50 DP+35/-35 152.125 x 96, TW DP+50/-50 52.125 x 77,TW DP+45/-50 48 x 96,TW DP+35/-35 52.125 x 96, TB DP+501-50 52.125 x 96,MPSH Miami-Dade NOA#02-0128.06, All Windows are to be Installed per Manufacturers Installation Drawings.Anchor Size,Type and Spacing are determined by the type of construction per Manufacturers Installation Drawings. 10. Wind Breaker NIA 11. Dual Action N/A 12. Other N/A Category/Subcategory Manufacture Product Description Limitation of Use C. Panel Wall 1. Siding ,lames Hardie Cementious Siding Non Listed 2. Soffits Certinteed Vinyl Soffit Exterior Soffits FL3148.3 I EIFS NIA 4. Storefronts N/A Category/Subcategory Manufacture Product Description Limitation of Use C. Panel Wall 5. Curtain Wall NIA 6. Wall Louvers NIA 7. Glass Block Pittsburgh-Corning 8"x8"x4"Glass Block Non Listed FL1363 8, Membrane NIA Category/Subcategory Manufacture Product Description Limitation of Use C.Panel Wall 9. Greenhouse NIA 10. Synthetic Stucco NIA 11. Other N/A ¥ o $ . g � « \ o � 7 0 0). � 9 CD k g 0 . a 0 / « CD \ \ CD » CD D 9 0_- 0 2 � . 7 p 0 0 @ CD V17, 0- (P o 0 � # � (P \ < k 9 k \ C, . $ q� � � Category/Subcategory Manufacture Product Description Limitation of Use State# Local# D. Roofing Products 5. Built Up Roofing N/A 6. Modified Bitumen N/A 7. Single Ply Roofing N/A 8. Roofing Tiles N/A �' � cu ca o� ��, 'a 'a N �. -O � � � S `z ; $, � �',. � �� -�' N ttl O � Q O N O �' � � N �` 9� N � y (0 @ N 2 � � .a a 2 c v 0 N Z n v �. ��. a P, O 7 G ro Category/Subcategory Manufacture Product Description Limitation of Use State# Local# D. Roofing Products 13. Liquid Applied Roofing N/A 14. Cement-Adhesive Coats N/A 15.Roof Tile Adhesive N/A 16. Spray Applied Poly- N/A urethane Roof Category/Subcategory Manufacture Product Description Limitation of Use E.Shutters 1. Accordian N/A 2. Bahama N/A 3. Storm Panels N/A 4 . Colonial N/A Category/Subcategory Manufacture Product Description Limitation of Use ...__ E.Shutters 5. Roil-Up N/A 6. Equipment NIA 7. Other N/A Category/Subcategory Manufacture Product Description Limitation of Use State# Local# F. Structural Components 1. Wood Connector/Anchor Simpson H2.5a Rafter Tie Non Listed FL503.5 2. Truss Plates Alpine Truss Connectors Non Listed FL1949 3. Engineered Lumber Georgia-Pacific I-Joists Non-Listed FL1008.1 Georgia-Pacific LVL'S Non-Listed FL2023.1 Georgia-Pacific Rimboard Non-Listed FL2147.1 4. Railing N/A Category/Subcategory Manufacture Product Description Limitation of Use F.Structural Components 5. Coolers-Freezers N/A 6. Concrete Admixtures N/A 7. Material N/A 8. Insulation forms N/A Category/Subcategory Manufacture Product Description Limitation of Use P.Structural Components 9. Plastics NIA 10. Deck-Roof N/A 11.Wall NCA 12. Sheds N/A ti/A Category/ Subcategory Manufacture Product Description Limitation of Use State# Local# G. SKYLIGHTS 1. Skylight N/A Category/Subcategory Manufacture Product Description Limitation of Use State# Local# H. New Exterior Envelope 1. N/A 2. N/A In addition to completeing the above list of manufactures, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacture's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at the time of plan review, I understand that before these products can be inspected, they must be submitted for review for code compliance and approval by a Plans Examiner. This form will be revised to include each new product in the catagories listed above and will be highlighted to indicate the new products and required information. W Authorized Project Agent Paul Nichols (Contractor or Design Professional) (Print Name) (Signature) Company Name: BESTCON, Inc. Mailing Address: 4044 Marsh Landing Blvd. City: Ponte Vedra Beach State: Florida Zip Code: 32082 Office Phone Number: (904)246-3747 Cell Phone Number: ( ) E-Mail Address: Paul@bestconhomes.com 1 t� a, LOUIS J. GABRIEL, P.E. 419 SophiaTerrace St Agustine, FI. 32095 8/ 16/2005 Re: Lot 33 Paradise Preserve, Atlantic Beach, FI. 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 #S-1 through #S-4 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 walls 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 walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I 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 1 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. *Sincer . Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 33 PARADISE PRESERVE, 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 T" DATE: AUGUST 16 , 2005 n Sheet . of a �,® . 33 • cap; P civ� •L Ile u b f� ra .) Y5tr-4: tuv-a L a Ltn b,ct A.(.L ' � T A iii' s pl,o C € s R"t :7(f.� GtrtQ via l: t v�G► YEk:} 4 :NV, � 't .f ±y Iz b� L� rRJ �5 4 - f4" ri k1►� :� ' yip ; E .: e�r�J► e Yom. � + "V..j: drCet S�1 ey 1 n0.t Lt�x q., ue,�y� �i`c C 4(N� art GJ:i r� vt e, C :OAC- atit 4til :t -0=1� : LAf)LPoytr. UA-Leuvlo d pW�se YeA . C T�►cI� °`�°t e P o c`,�"3 overtimes " O Sheet. of ATE: 0, RIC g WLnJ M?I-� C 3 Sec c�tx► b) 5tfvOtWe- UPJ it%a— 60' �Gx rsS�e- 1�C°" �S /N�� I�•�ortar+c� Facer. I - 1-0 't'e t Nod t F "�e s ... Octv' ; e I TWO Panel Span 5 2 ft 2 ft<Panel Span 4 ft<Panel Span E ft< m Panel Sp , <4ft <6.ft <9ft 2 1/2#6 Wood Screw3 16 16 12 9 21/2 k8 Wood Screws' 16 16 16 12 - poubie-)3eaded 'Nails' 12 6 4 3 ail:1 Fuoh=25.4 mm I foot=305 mm Now: 1- 3lris table is ba cue a maximum Wtind s ".4 of 138fi!@h(04.ftft)al\d int i e4of'NC} it of 3,3 ft"(VF -ria3. )gt tlssa ��,p+�w�en�s�iY dle ws3a�sesua►� & fza3ta,�y shall Wh7 a ssse as a <'� d1 kh f4Y*111*aftchO usingvibr kwn tasis� t a�tl=rw,shewi g a tRiei�um w iU�drta�ral capae _ - 4 Nliits-SfI ba 11 `& n or .. — — 0 a-Ovvosft 'Row apw, AUAW- ua,;�Q Wi' �u�Jo� Fir 8 C,vvww+� N•r:�t S�AC� th+ C� o c- PCO • 7C2�tQ. �= C�5� Ibs ,,.fiLtP� perr F� c JY W �csis std .w OV DATE: Sheet _of P - %T oo yea CAIAA. cs-ve 6ev,(L.�5 tZ,,03 J -b (1) Vi 2.5 r4"SjAAr5 014� C ti.)J) (1I► ►:► v !fitstr 4 - C1?,4alCo• std 0,411 a 382 PSI~ u (go o-G • (- 'ret G MAA 9LOck W QJAS tIC AU'cam w! 4f5 R� r1�. tov 0-c- ljm�) (2016,00) f 1.33) �� 1 ro'`�� Pep r? 1,00 fop 0•�'�•-" k(cr,,.Tems;,n% w, '/7- +A-3(- P O.tt: = o •s AP IF►-.-, or •r- 0 1,4b �� OP er 4m, C.~q ►SooPsi F- = 36000 Ps', h6 - 0 2 2 AP_ iTQL > �llLrj TGv,sari, = Z!9 0 lbs 1 -1-10 tX+J t1,irk rock S�eL A3_4 WACAF = ks�Cstcr' -s. �-uo��-_ ��a- ��;:�,-: --� — n _ �cz�.cn)Cs:ra�=�Q•�) . !___.,45 PSI - }rLaQlcs�►•)� t4oa)Lf.32) = 53?- pLi !t: S-ISpsi a-y Az.4 Muti+nr-wt= (o• -tjCo- 7C�5X�g5`�t►.14)=4o'ib.�.t=-3jn =M/5 .40 io.002G t—W /5299L(Z'7a0o1(/33) til: _�--, 5 a r AnaQ I s iw► O'V1 A A(-4o r Zo lts :- k--*-*-4 3 �- 114"Vi VI" �-t,tuw A��e "i-v+n.c►;r�• u� IZ � A 3� , �b�� G c vk c vet —� Ft = IAAO 16f (se-e- above) (I LIV.4 .ole s�Aeav a-vv IlZ + A-:3 b 6o li., = 350 �SSer or o•IZ 86 F� (+ 1titZJ�lc 5�►ear: 3501t/CI500)(o•z.) = 195? Ibs o Y (o-t2�fo•2)( 3b,000) = 869 )6s DA'I'S: Sheet of Al 4. FVA f�'' PS+ , = 1 . PSV' o gra;ivttA N�t � ra ► Z" - W `1 j �l` (3 �5)(ale) r, Fac 0v���A,�� � �►c V33-)t2� 8781 !bs s tccG. �� ��i►ec" t�9 Gut`s S�S GYi •�i ter, �°. v3 v s sG IE 7-4123 C ootSG)C o.g8)(0•�5)Cv)z � � d�ZL�V L �� �► ►, � , . A-��� - � r ASCE 7-97 Main Wind Force Resisting System h 5 60 ft. Figure 6-4 Fatternal PressureC9eM encs, Enclosed,Partially Enclosed Buildings Walls &Gable Roof ® 4 :p..�M- B CASE A CASE Q MOM MODWAL 1NMID OWE�710t1 RANGE RANGE c �•g. , CASK A Roof Angle 8 Building Surface ( ) I 2 3 4 1 IE 2E 3E 4E .,: :�4,:xF;,:: 0-S 0,40 A 69 -037 -0.29 0.61 -I.07 -0.53 -0,43 20 0.53 -0.69 -0,48 -0.43 0.80 -1.07 -0.69 -0.64 : .� `;s: r E::r• :".`•r -. 3045 0.56 0.21, -0.43 -037 0.69 027 -0.53 -0.48 90 0.56 OS -037 -637 0.69 0.69 -0.48 CASEB Roof 1 r"` Building Angle 0 Surface 4:1 ( ) E.45 4 5 6 1E 219 3B 4E 5E 6E-as9 -037 -a45 040 -a29 -048 •-1.m -os3 o.4s os1 -043 tf �Y 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, including torsion,to be resisted by die main wind-force resisting system. } '+"�€� .;ham•.;;;_;;;' 2. To obtain the critical wind actions,the building shalt be rotated in 90'degree increments so that each comer in turn becomes the windward corner while the 1 oadinS Pattens in the sketches remain fixed For the design of structural systems providing lateral resistance in the direction parallel to the } ! ridge line,Case A shall be based on 0=0'_ Phu and minus signs signify pressures acting toward and away from.the surfaces,respectively. 4. For Case A loading the following restrictions apply. a. The roof resswe coefficient when ne five in Zone 2,shall be GCS $a applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building =r measured diculaz to the Cave line or 2.5h,whichever is less;the remainder of Zone 2 extending t�ridge line shall use the pressure coefficient GCfor Zone 3_ . b. Except for moment-resisting frames,the total horizontal shear sO not be less than that determined by neglecting wind forces on roof surfaces. 5. Combinations ofexternal amtd internal pressures(see Table 6-7)shall be c aluated as required to obtain the most severe loadings, 6. For values of 0 other than those shown,linear interpolation is permitted. 7. Notation: a: X10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4°!e of least horizontal dimension or 3 R(1 in). h: Mean roof height,in feet(meters),except that eave height shalt be used for 0<lo,. 0: Angle ofplane of roof from horizontal,in degrees. 43. tl- . . 2 f 3z Yi 11LL-- OR Rn �x� � Q� ro s 0 d SCREENED�t-p" 'C212XtL c°�wp a O N Ou woo eA -7Rots � d�� �S(�Ls a��ss�� r'aCRwss©� � ogm aQ Lei a Ns 000 i 1rylrFORvAN sex� /ANLL t-N W0.wa o 1r�W MAS, SUITE W zw a cw u4W .,. cA«r luxGREAT ROOM Jo r o r ox- vnuis� 7! 1 amen 1 � i 1 G cG Sio$z PoSTs 3� •,� a� r yC Dt0. NO J suacw ow* i 14 Keg--CtuElEjaa. 1 M 21 r` Vs �'" I UTlPKr ^. LL waWW 0601512 00 00 O� 03: O M�+ �� 2.CARE .. ij FLEX iRt11G 'oa%-mo �J C GABA � FOYER �'' N am j '.,1 s-n•ctb. j 1 1 11 1 co N Z N O 11 1 © 3alloa� t2)+x►tl tt)-ZVI a z t.K ! \ f! ossF+,�y e.• -t1 Ou1W04p� \ / ea•nRP NI \ ! \ 1 C2)LYl 31 PORCH W-CLG. 'L ruTosa &EARS °�I-of f ul",CITS . 21S•r\K- EXTERIOR OR fNTERtOR WALLS WALL "W" "Q" "h" 'F"; .V' "O.T#." " "T"or£' "Z"Q "Fv" " *NP"Q No. (ft) (ft) (ft) (Ib) (Iwft) (wy11%) (ft) (lb) (unitless) (ib) (ft) 34/IZ~ 3,0 3 i it 10 66106 1 (a 1 62,400 o o !' � �, a V41 3111 JL 10 B 311 10 10 � 20 yo Zv �2v�� 2�►1 '� ��� �! ��SZ s��� �•�� '+ � :� I O_ "Z" IS ALWAYS EQUAL TO 1.33 VMICM IS WIND MA'=FYING FACS. "NP" DESIGNATES THE NAILING SPRUNG AT PANS LUGES Mw .., �'"� IONS INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, Q'R THE SCREWS. 'z�pm EAR WALL A T SPACING AT THE PANEL EDGES AND INT EWE ATF S O T'S FDR. INTERIOR WALLS, UNLESS OTHERWISE N{} p' FOR FIRST 'STORY WALLS FOR EXAMPLE: 6"/12" FOR AN EXTERt'OR WALL 4A:NS TI,KT 7f15" on Sheet i` 1,5/0 t of .ite � k4 w�s Rwa�dS��s Fd Y 5� CA e, ,AA sP '►`l W,�,oz rl -zf- C Ib ca �q th) X > BEDROOM 3 I j ax"HAN i 1 ^� J 12"x12"FLATY FOR FAN 469 I J ,r 1 Y LOFT { / E-4 r— scurnE s—o•av " 55 HOLE ta'-3'X is-�' N 1 LINEN 2 I ^ L_J 8"80.FRAMED COLUMN(TYP.OF 3) N BATH 3 a'—o"cxa N • � I D/8 42"HANDRAILS R tf212;t l { eft t ZA1L'D'•'iC'CN 61614W� No.6-4 OF Tim tea FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name,, Bes co Homes Plan Islamorada Builder: Bestcon Homes Address: Permitting Office: Jacksonville City, State: Jacksonville, Fl Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New - 12 Cooling systems 2. Single family or multi-family Sin-le family - a. Central Unit Cap:42.0 kBtOir 3. Number of units,if multi-family SEER: 12.00 4. Number of Bedrooms b. Central Unit Cap; 18.0 kl3tu/hr 5. Is this a worst case? y SEER: 12.00 6. Conditioned floor area 0.2) 2548 ft2 c. N/A 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 W 357.0 ft2 _ 13. Heating systems b. Default tint 0.0 112 0.0 ft2 _ a. Electric Heat Pump Cap:42.0 kl3tulbr c. Labeled U or SHGC 0.0 FF 0.0 ft, HSPF:8.55 8. Floor typesb. Electric Heat Pump - Cap: 18.0 kl3tu/hr a. Slab-On-Grade Edge Insulation R=0.0,203.0(p)ft HSPF:7.00 b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems a. Frame,Wood,Exterior R=1 1.0. 1653.0 112 a. Electric Resistance Cap:50.0 gallons b. Frame,Wood,Adjacent R=11.0,354.0 W EF:0.91 c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types (HR-Heat recovery,Solar a. Under Attic R=30.0, 1916.0 W DI-TP-Dedicated heat pump) b. Under Attic R=19.0,683.0 ft2 15. HVAC credits c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts I IF-Whole house Can, a. Sup:Unc. Ret:Line. AH(Sealed):Garage Sup. R=6.0,225.0 ft PT-Programmable Thermostat, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 32458 Total base points- 34105 PASS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Energy CodeQkqj,1- I C-I I''-, Ez F calculation indicates compliance _ PREPARED BY: with the Florida Energy Code. DATE: Before construction is completed 1� 1.1 4 ) 0 � this building will be inspected for 1 I hereby certify that this �e�ildin as designed, is in compliance with Section 553.908 compliance with the Flo Ida En r Cod Florida Statutes. OWNER/AGENT Vay "e I BUILDING OFFICIAL: DATE. Gl C U. DATE: EnergyGauge(D(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Jacksonville, FI, PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Ngt Area X SPM X SOF= Points .18 2548.0 20.04 9191.1 Double, Clear N 8.8 8.0 36.0 19.20 0,70 480.5 Double, Clear W 1.3 7.0 54.0 38.52 0.96 1995.8 Double, Clear 1N 0.1 0.3 6.0 38.52 0.86 197.8 Double, Clear W 1.3 5.0 16.0 38.52 0.91 558.6 Double, Clear S 1.3 7.0 72.0 35.87 0.93 2389.2 Double,Clear E 20.0 8.0 9.0 42.06 0.37 139.4 Double,Clear S 8.8 8.5 80.0 35.87 0.52 1479.3 Double,Clear F_ 1.3 2.0 8.0 42.06 0.64 215.1 Double, Clear N 1.3 3.0 4.0 19.20 0.86 65.8 Double, Clear W 1.3 5.0 8.0 38.52 0.91 279.3 Double, Clear W 1.3 9.0 30.0 38.52 0.98 1134.7 Double, Clear S 1.3 3.0 4.0 35.87 0.70 100.5 Double,Clear E 1.3 11.0 30.0 42.06 0.99 1254.0 As-Built Total: 357.0 10289.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 354.0 0.70 247.8 Frame,Wood,Exterior 11.0 1653.0 1.70 2810.1 Exterior 1653.0 1.70 2810.1 Frame,Wood,Adjacent 11.0 354.0 0.70 247.8 Base Total: 2007.0 3057.9 As-Built Total: 2007.0 3057.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 29.2 6.10 178.0 Exterior 47.3 6.10 288.3 Exterior Wood 18.1 6.10 110.3 Base Total 47.3 288.3 As-Built Total: 47.3 288.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1861.0 1.73 3219.5 Under Attic 30.0 1916.0 1.73 X 1.00 3314.7 Under Attic 19.0 683.0 2.34 X 1.00 1598.2 Base Total: 1861.0 3219.5 As-Built Total: 2599.0 4912.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 203.0(p) -37.0 -7511.0 Slab-On-Grade Edge Insulation 0.0 203.0(p -41.20 -8363.6 Raised 0.0 0.00 0.0 Base Total: -7511.0 1 As-Built Total: 203.0 -8363.6 EnergyGauge(D DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB u3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Jacksonville, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2548.0 10.21 26015.1 2548.0 10.21 26015.1 Summer Base Points: 34261.0 Summer As-Built Paints: 36200.5 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) 36200.5 0.700 (1.090 x 1.147 x 0.95) 0.284 1.000 8560.2 36200.5 0.300(1.00 x 1.147 x 1.00 0.284 1.000 3668.6 34261.0 0.4266 14615.7 36200.5 1.00 1.188 0.284 1.000 12228.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER. CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Jacksonville, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 2548.0 12.74 5843.1 Double,Clear N 8.8 8.0 36.0 24.58 1.02 902.0 Double, Clear W 1.3 7.0 54.0 20.73 1.01 1131.4 Double, Clear W 0.1 0.3 6.0 20.73 1.04 129.4 Double, Clear W 1.3 5.0 16.0 20.73 1.03 340.1 Double, Clear S 1.3 7.0 72.0 13.30 1.04 994.6 Double, Clear E 20.0 8.0 9.0 18.79 1.49 251.7 Double, Clear S 8.8 8.5 80.0 13.30 2.79 2967.0 Double, Clear E 1.3 2.0 8.0 18.79 1.18 176.8 Double,Clear N 1.3 3.0 4.0 24.58 1.01 99.0 Double,Clear W 1.3 5.0 8.0 20.73 1.03 170.0 Double,Clear W 1.3 9.0 30.0 20.73 1.01 625.0 Double,Clear S 1.3 3.0 4.0 13.30 1.48 78.6 Double,Clear E 1.3 11.0 30.0 18.79 1.01 567.9 As-Built Total: 357.0 8433.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 354.0 3.60 1274.4 Frame,Wood,Exterior 11.0 1653.0 3.70 6116.1 Exterior 1653.0 3.70 6116.1 Frame,Wood,Adjacent 11.0 354.0 3.60 1274.4 Base Total: 2007.0 7390.5 As-Built Total: 2007.0 7390.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 29.2 12.30 358.9 Exterior 47.3 12.30 581.4 Exterior Wood 18.1 12.30 222.5 Base Total: 47.3 581.4 As-Built Total: 47.3 581.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1861.0 2.05 3815.0 Under Attic 30.0 1916.0 2.05 X 1.00 3927.8 Under Attic 19.0 683.0 2.70 X 1.00 1844.1 Base Total: 1861.0 3815.0 As-Built Total: 2599.0 5771.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 203.0(p) 8.9 1806.7 Slab-On-Grade Edge Insulation 0.0 203.0(p 18.80 3816.4 Raised 0.0 0.00 0.0 Base Total: 1806.7 1 As-Built Total: 203.0 3816.4 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Jacksonville, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2548.0 -0.59 -1503.3 2548.0 -0.59 -1503.3 Winter Base Points: 17933.4 Winter As-Built Points: 24490.5 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) 24490.5 0.700 (1.069 x 1.169 x 0.95) 0.399 1.000 8117.1 24490.5 0.300(1.00 x 1.169 x 1.00) 0.487 1.000 4249.0 17933.4 0.6274 11251.4 24490.5 1.00 1.187 0.422 1.000 12262.8 EnergyGaugeT"0 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , Jacksonville, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 14616 11251 8238 34105 12229 12263 7966 32458 PASS � p4 THE ST41�o E. as 0 II God EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES2001 FLRCPB\/3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details [ADDRESS: ,Jacksonville, Fl, PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK 3 cfm/sq.ft.window area; cfrn�sq.ft. door area. Exterior Windows&Doors 606.-1-ABC.1.1 Maximurn:-­­ 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 I 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 to9pplate..------ ——----- 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 606A.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, pace,tested. .1. Multi-story Houses 606ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.A&C.1.3 Exhaust fans vented to outdoors,dampers,combustion space heaters comply with NFPA, have combustion air. F, 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all reskdenqesJ______- COMPONENTS SECTION--�REQUIREMENTS Water Heaters 612-1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or (gas) cutoff must be provided. External or built-in heat trap required. _ Swimming Pools&Spas 612.1 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 _Jefficiency of 78%. Shower heads 612.1Water flow must be restricted to no more than-,2-5_gallns er min uttat�p fS IG----—---. 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 i Ceilings-Min- R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT11 DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. Jacksonville, F1, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/lu• - 3. Number of units,if multi-family I -. SEER: 12.00 - 4. Number of Bedrooms 3 - b. Central Unit Cap: 18.0 kBtu/hr - 5. Is this a worst case? Yes _ SEER: 12.00 6. Conditioned floor area(ft=) 2548 ft' c. N/A - 7. Glass area&type Single Pane Double Pane _ a. Clear-single pane 0.0 ft= 357.0 W _ 13. Heating systems b. Clear-double pane 0.0 ft, 0.0 ft= - a. Electric Heat Pump Cap:42.0 kBuOir - c. Tint/other S14GC-single pane 0.0 ftz 0.0 112 - HSPF:8.55 - d.Tint/other SHGC-double pane b. Electric heat Pump Cap: 18.0 kBtu/hr - 1ISPF:7.00 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,203.0(p)ft _ c. N/A - b. N/A - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1653.0 ft' - EF:0.91 b. Frame,Wood,Adjacent R=11.0,354.0 ftz b. N/A - c. N/A - - d. N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DI-IP-Dedicated heat pump) a. Under Attic R=30.0, 1916.0 ft' - 15. HVAC credits - b.Under Attic R=19.0,683.0 W (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,225.0 ft _ MZ-C-Multizone cooling, b N/A MZ-I-1-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) �ooklE S74��o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. `' ek Builder Signature: Date: Address of New Horne: City/FL Zip: COD *NOTE: The home's estimated energ%performance score is only available through(lie FL.9LRES computer prograrn.. This isnot a Building Energy Rating. If your score is 80 or greater(or 86 for a LIS EPA/DOE EnergySta7-nldesi.gnaliori), 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 EnergyEfficiency Code For Building Construction, contact the Department of Corrzrzru.nnity ly airF&iw-g 'fir k =(Mversion: FLRCPB v3.30) AL RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net • Ih • mation For: Bestcon Homes, Plan Islamorada FI Notes: hinfortbation Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 34108 Btuh Structure 25364 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 34108 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24857 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4763 Btuh Area (ft') 1861 1861 Total latent equip. load 5913 Btuh Volume (ft') 16749 16749 Air changes/hour 0.78 0.44 Total equipment load 30770 Btuh Equiv. AVF (cfm) 218 124 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr10htsoft Right-Suite Residential TM 5.0.66 RSR29784 2005-Jul-14 16:42:42 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes,Islamorada.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY s Second Floor "". Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net w i ` 0 For: Bestcon Homes, Plan Islamorada FI Notes: Design • Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 8729 Btuh Structure 10842 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 8729 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 10625 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1103 Btuh Area (ft2) 687 687 Total latent equip. load 1563 Btuh Volume(ft') 6183 6183 Air changes/hour 0.49 0.28 Total equipment load 12188 Btuh Equiv. AVF (cfm) 50 29 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� wrjghtsoft Right-Suite Residential T'5.0.66 RSR29784 2005-Jul-14 16:42:42 ACCO. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes,Islamorada.rsr Page 2 3 S 0., Equipment Summary Sheet Address: Builder: Lp-s+ _n r, rn I,(- Equipment Brand*: It rti r-, & , Air Handler Model Number- 7- L,o i&o P Condenser Model Number: 0-T W 9- zi,D A i Total Cooling Capacity in BTUs: '1"VS 0 Sensible Load in BTUs: 0 Latent Load in BTUs: I �� Total Heating Capacity in BTUs: 'D Seer F Equipment Brand*: 4'CLh Air Handler Model NumberW !- '6 P Condenser Model Number: — ' Jk ;. o Total Cooling Capacity in BTUs- Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: '' --- Seer *Or Equal: Equipment equal in size and efficiencies play be substituted as per Bulletin G-15-03 dated May 23, 2003. Equipment Summary Sheet.Doc low vo -a PAGE 1 Date : 05/03/2005 MANNING BUILDING SUPPLY LOG # : E0243F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: Varies/12 Customer: BESTCON HOMES Job Name : Islamorada Address : 1484 LOURAL WAY Address : Lot 33 Paradise Presserve ATLANTIC BEACH 32233 Designer: PS ------------------- ----- ----------------------------------------------------- Left Right Qtyl Span I O.H. O.H. Description ------------------- ---------------------------------------------------------- 1 21 ' 0 ' 0 ' F1 2 2113" 0 ' 0 ' F2 fl 2 171511 0 ' 0 ' F3 3 1712" 0 ' 0 ' F4 1 20111118 0 ' 0 ' F5 � 1 20111118 0 ' 0 ' F6 4 18111" 0 ' 0 ' G1 3 1818" 0 ' 0 ' G2 ** Hardware Floor ** 8 THA422 SY42 Hanger 2 HGUS48 2-ply GPLam Hanger ** Beams ** 2 12 ' BM 1GPLAM 11-7/8" 2 22 ' BM 2 GPLAM 16" 2 8 ' BM 3 GPLAM 16" 2 16 ' BM 4 GPLAM 16" 2 2 0 ' BM 5 GPLAM 1611 2 20 ' BM 6 GPLAM 16" ----------------------------------------------------------------------------- 17 - Trusses 10 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 12 - # of Beams 0 - # of Rim Board --------------------- 17 - Total Trusses a� 21'3"8r —18'8"8 --- L N N !n -r - L c- � I � a� z v O o L C3 cl O_ u N O CYI N J O O m a ATTENTION + � saaaaas aaaa.aa - t BUILDER IS RESPONSIBLE TO INFORM RLL I SUBCONTRRCTORS AND FRAMERS NCT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BERMS. 8.11 2 BUILDER WILL BE RESPONSIBLE FOR REPRIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. c E - m BM 5 ._.__ ___... _ ............ ._._-__ ALL SY42 16" 0 24-... UNLESS NOTED OTHERWISE. i F4 �m G2 m m O 1— G1 O IY F2 O O CO L iee W0 F.-1-.--... O E Bn 6 O m — O Ul H W cl W cl N m O 1-1 o cn Lu z 0 � H (n H W = O (Z t (D _ 1 JOB NO: E0243F �- 40' FRGF NO: t U-- U U—_: V. t", t;n... OF A,, .� �-' /\ �� /�' y :. , . : , . :: l \\�\ I I j �': MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 9:42 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0243.FBD BESTCON-LOT 33 PARADISE PRESERVE Mark# : BM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 »Max Defl : LL = L/360 TL = L/240 Composite Action : No 565 psi 3.5", 565 psi r i 11'2 1/2" fm" LOADS Project Design Loads:Floor:Live=40 psf, Dead--15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 510 371 100% 0 7'1 1/2" 11'2 1/2" FLOOR AND ROOF Mw 2 Partial(plf) 450 327 100% 0 0101, 7'1 1/2" C5,C6 ROOF TRUSSES 3 Uniform(plf) 100 73 100% 0 010" 11'2 1/2" ADDIT.CONV.FRAMING LOAD Uniform(pif) 11 0 0 0 11'2 1/2" Self Weight *Dimensions measured from left end when span#is Q otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3188 3343 Max 100% 2274 2387 Min R'n 913 956 Min 100% 2274 2387 DL R'n 913 956 Min Brg(in.) 1.61 1.69 [Based on bearing stress below] BES Str(psi) 565 565 "DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2642 1 10'1" 21 7896 100% 0.33 M(ft-lbs) 9057 1 5'7' 21 19902 100% 0.46 LtRn(lbs) 3188 0 0.0. 21 6921 100% 0.46 See Note#5 RtRn(tbs) 3343 0 11'2" 21 6921 100% 0.48 See Note#5 ' LLDefl(in.) 0.17 1 5-7- 21 0.37 U801 TLDefl(in.) 0.24 1 5'7' 21 0.56 U572 USE: GPLAM 2.0E 1.75x11.88"2 Plies Grade,Depth,Plies 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 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 Corporation. 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. M 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied of top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces,2"from edges. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.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%+133%✓2, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 9:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0243.FBD BESTCON-LOT 33 PARADISE PRESERVE Mark# : BM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 op Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi LJ 5.5", 565 psi L 3.5", 565 psi r 15' 0" 6' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 600 436 100% 0 010" 21'0" WALL AND ROOF ABOVE Uniform(plf) 15 0 0 0 21'0" Self Weight *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. LOAD PATTERNS(''=span loaded) 1 2 1 2 3 „SUPPORTS(Ibs) 1 2 3 Max R'n 3844 9253 1178 Max 100% 2739 6569 1224 Min R'n 1071 2683 -1380 Min 100% -34 1429 -1334 DL R'n 1105 2683 -45 Min Brg(in.) 1.94 4.68 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4395 1 14'9" 21 10640 100% 0.41 M(ft-lbs) 11998 1 15'0" 21 34954 100% 0.34 10 LtRn(lbs) 3844 0 0.0.. 22 6921 100% 0.56 See Note#5 RtRn(lbs) 1178 0 21-0" 23 6921 100% 0.17 See Note#5 IntRn(lbs) 9253 0 15'0" 21 10876 100% 0.85 See Note#5 LLDefl(in.) 0.15 1 7'6' 22 0.50 U1185 TLDefl(in.) 0.21 1 7-6" 22 0.75 U850 LLDefl(in.) -0.01 2 3-1- 22 0.20 U5527 ` TLDefl(in.) -0.01 2 3-1- 22 0.30 U4844 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 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. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. Vp 4.Design valid for dry use only. t 5. 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 R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Provide approved uplift resistance at supports with negative reactions. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail 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+100%+115%+133V12, 100=D+100%+115%•/2+133%, 110=D+Commercial Ld(1005'.) 14. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) `? MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 9:52 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0243.FBD BESTCON-LOT 33 PARADISE PRESERVE Mark# : BM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 0 3.5", 565 psi 3.5", 565 psi 6'4" w LOADS Project Design Loads:Floor. Live=40 psf,Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* ' # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(plf) 350 255 100% 0 0'0" 6'4" WALL ABOVE AND"M"TRUSSES Uniform(plf) 15 0 0 0 6'4" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max Wn 1154 1154 ' Max 100% 806 806 Min R'n 348 348 Min 100% 806 806 DL R'n 348 348 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 615 1 0'2" 21 10640 100% 0.06 M(ft-lbs) 1828 1 3-2- 21 34954 100% 0.05 LtRn(lbs) 1154 0 010. 21 6921 100% 0.17 See Note#5 RtRn(lbs) 1154 0 6-4- 21 6921 100% 0.17 See Note#5 LLDefl(in.) 0.01 1 3'2' 21 0.21 011724 TLDefl(in.) 0.01 1 3'2' 21 0.32 U8186 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 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. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. 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 R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o1c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.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%+133%./2, 100=D+100%+1155/./2+133%, 110=D+Commercial Ld(100%) 12.Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) em MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 11:18 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0243.FBD BESTCON-LOT 33 PARADISE PRESERVE Mark# : BM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi 7.0", 565 psi L 3.5", 565 psi t i i 4' 5" 10' 3" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional info 1 Uniform(plf) 0 0 100% 0 0'0" 14'8" WALL AND ROOF ABOVE 2 Concentrated(lbs) 1178 857 100% 0 V0 3/4" BM 2 REACT. 3 Concentrated(lbs) 4440 3229 100% 0 4'3 1/4" BM 3 REACT. 4 Partial(plf) 530 385 100% 0 0.01. 4'3 1/4" WALL AND E2 TRUSS ABOVE 5 Partiai(plf) 420 305 100% 0 4'3 1/4" 14'8" G2 FLOOR TRUSSES Uniform(plf) 15 0 0 0 14'8" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span LOAD PATTERNS(*=span loaded) 1 2 2 3 SUPPORTS(Ibs) 1 2 3 Max R'n 1873 9286 1882 Max 100% 1504 6647 1335 Min R'n -166 2639 502 00 Min 100% -534 2330 -45 DL Wn 368 2639 547 Min Brg(in.) 1.50 4.70 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1843 2 0-3" 21 10640 100% 0.17 M(ft-lbs) 4073 2 5'10" 23 34954 100% 0.12 LtRn(lbs) 1873 0 0101, 22 6921 100% 0.27 See Note#5 RtRn(lbs) 1882 0 14'8" 23 6921 100% 0.27 See Note#5 IntRn(lbs) 9286 0 4-5- 21 13842 100% 0.67 See Note#5 LLDefl(in.) 0.01 1 2-2- 22 0.15 U9643 TLDefl(in.) 0.01 1 2'2" 22 0.22 U7800 LLDefl(in.) 0.03 2 5'2" 23 0.34 U4272 TLDefl(in.) 0.04 2 5'2" 23 0.51 U3067 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : loo 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. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. 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 R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Provide approved uplift resistance at supports with negative reactions. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.MaxlMin 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. MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 11:18 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 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+100%+115%+133%./2, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(10054.) 14. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL,0 for DL). M MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 11:09 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0243.FBD BESTCON-LOT 33 PARADISE PRESERVE Mark# : BM 5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 am Max Defl : LL = L/360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 18' 8 1/2" ,4* LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 460 335 100% 0 010" 18'8 1/2" WALL AND ROOF ABOVE Uniform(plf) 15 0 0 0 18'8 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 ae Max R'n 4439 4439 Max 100% 3129 3129 Min R'n 1310 1310 Min 100% 3129 3129 DL R'n 1310 1310 Min Brg(in.) 2.24 2.24 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3737 1 0'2" 21 10640 100% 0.35 M(ft-lbs) 20763 1 9-4- 21 34954 100% 0.59 LtRn(ibs) 4439 0 0101, 21 6921 100% 0.64 See Note#5 RtRn(lbs) 4439 0 18-8" 21 6921 100% 0.64 See Note#5 " LLDefl(in.) 0.42 1 9-4- 21 0.62 U540 TLDefl(in.) 0.59 1 9-4- 21 0.94 U380 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 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. 3.Loads have been input by the user and have not been verified by Georgia-Paciflc Corporation. 4.Design valid for dry use only. 5. 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 R'n from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: l0=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%+133Y./2, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLY Philip Shoemaker 3 May 2005 11:23 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0243.FBD BESTCON-LOT 33 PARADISE PRESERVE Mark# : BM 6 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 I i 19' 0" LOADS Project Design Loads:Floor:Live=40 psi, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 600 436 100% 0 0'0" 19'0" WALL AND ROOF ABOVE po Uniform(plf) 15 0 0 0 1910.1 Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 5839 5839 Max 100% 4145 4145 Min R'n 1693 1693 Min 100% 4145 4145 DL R'n 1693 1693 Min Brg(in.) 2.95 2.95 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4929 1 0'2" 21 10640 100% 0.46 M(ft-lbs) 27733 1 9'6" 21 34954 100% 0.79 LtRn(lbs) 5839 0 0101. 21 6921 100% 0.84 See Note#5 RtRn(lbs) 5839 0 19'0" 21 6921 100% 0.84 See Note#5 " LLDefl(in.) 0.58 1 9-6- 21 0.63 U396 TLDefl(in.) 0.81 1 9-6- 21 0.95 0281 „ USE: GPLAM 2.0E 1.75x16.00”2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: Mp 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. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. 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 R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed r for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12*o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.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%+133Y.12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ISMR151-Z0609152232 Truss Fabricator: Manning Building Supply Job Identification: E0243F-Islamorada -- Lot 33 Paradise Presserve Truss Count: g Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.11. Structural Engineer of Record: Address: •r Minimum Design Loads: Roof - N/A ti Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind _ Notes: &eaI te:OSA9/2-605 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Tags§Dvsign Engin or= record, as defined in ANSI/TPI 1-1995 Section 2.2 ArtbnrR.Fisher Florida License Number: 59687 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 No Standard Details Ref Description Drawin2# Date 1 56555--F1 05124009 05/04/05 2 516556--F2 05124010 05/04/05 3 56557- -F3 05124011: 05/04/05 4 558--F4 051240121:::05104/05 " 5 - 56559-45 05124013; 05/04/05 6 156560--F6 05124014 05/04/05 7 56561--G1 05124015 05/04/05 8 56562--G2 05124016 05104/05 Dow &our, Oig t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F-Islamorada - Lot 33 Paradise Presserve F1) Top chord 4x2 SP #1 Dense Deflection meets L/360 live and L1240 total load. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Truss must be installed as shown with top chord up. SPECIAL LOADS Sheathing is required for any longitudinal (drag) forces. All --- --- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) connections to be designed by the building designer. TC From 600 PLF at 0.13 to 600 PLF at 20.88 BC From 10 PLF at 0.00 to 10 PLF at 21.00 Fasten rated sheathing to one face of this frame. 2X4111 3X5111 2X4111 1.5X4(R) = W=3X5= 4X4111 3X5111 3X5111 3X5111 3X5111 3X5111 3X5111 4X4111 3X5111 9 X 5 111 T T 1-0 8 5X4(R) =1 4-0 1-0-8 V 9.112 —L ; // , I + 2X4111 W=3X5= 2X4111 21-0-0 Over Continuous Support R-603 PLF W-21-0 0 Note: All Plates Are 1.5X4 Except As Shown. F%��vR.R�•�`ayIN� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.11:0 Q � 1f Y FL 3 R - Scale =.3125" Ft. —WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. • REFER TD SCSI I-03 JRDILDING COMPONENT SAFETY INFORMATION), PURL(SHED BY TPI (TRUSS PL ATI INSTITUTE. 563 : '-', T C L L 40.0 P S F R E F R151-- 5655 5 "0 NOFR IO DR., SUITE LUQ. MAOI SON, WI 53]19) AND WT CA (WOOD TRUSS COUNCIL UI AMERICA, 630U ENTERPRISE LN. c � � NQ.Eg8s7 MADISON. WI 53]19) FOR SAFETY PRACIIIIS PRIOR TO PERFORMING THFSE FUNCTIONS. UNLESS OTHERWISE INDICATED. art.T C D L 10.0 P S F DATE 0 5/0 4/0 5 TUP Clio Ro 111111 HAVE PR(I P ERIY All ACHED STRUCTURAL PANELS AND BOITUM CHORD SHALL HAVE A PR OPL RLY ATTACHED RIGID CEILING. ' (a S T[OF BC DL 5.0 PSF DRW HCUSR151 05124009 —IMPORTANT— FURNISH A COPY OF THIS IIESIGN TO TUE INSTALLATION CONTRACTOR. ALPINE FNGINEERFD /` LJ((`` /� PRODUCTS, INC. SHALL Not 61 111PONSIRLI IOR ANY DEVIATION FROM TIT" D451GN; ANY FAILURE l0 BUND THE 3C LL 0.0 0 P S F H C-ENG M N M/A F ALPINE iR USS IN CONFORMANCE WITH IPI; UH FABRICATING, IIA NUL ING, SHIPPING, INSTALLING A BRAf TNG 0/ TP US SES. I ORy�Ry..� (` (� DESIGN CONFORMS WITH APPLICABIF PROVISIONS OF NDS (NATIONAI DESIGN SPEC, BY ATNPA) AND TPI. ALPINE , T O T L D 55.0 P S F S EON 14231 CON NLCTOR PI ATf.5 ARE MADE OF 211/IH/16 CA (W,It jK) ASTM 155,1 GRADE UO/AD 111 1111.') GAIV. STEEL. APPLY 'mss PLATES TO TACH FACT OF TRUSS ANO. ON It I.OCATFU OIT THIS OF SIGN POSIKON PCR DRAWINGS 1G0 A-Z. b • `� AlpineEngineeredProducts, nc, ANY INSPECTIIIN OF PLATES FOLL(1WID BY (i) SHALL BE PCR ANN1X AJ OF IPII 2002 SEC.I. A SEA[ oN IH IS �1 I9 IP��I)I1Ve ORAWiNG INDIf.ATE1 ACIEPTANf,E OF PR OIESSIONAL ENGINEERING RFSPONSIRaiIiUlNf,OIFLIHECIPTSPONlR11ISITYMPfNtHE �,f�� 1/{,, D U R.FAC. 1.00 FROM PS DIS "V. 1 B IL TTY « OF TH ljjLrn"1` ENT I'llf" @ Haine 3384 , RUI .y..-:.�iGNLR = -nPI1 ., M. I )...�.� .,.� ,. ;.,, <.<.« .,..,.,MaY ., ..1� �;: -.�. .;ICIN ...:74.0 FL -ertifica e of Authoriza[i n#�6"� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F-Islamorada Lot 33 Paradise Presserve - F2) Top chord 42 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.47" DL: 0.18" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.13 1.38 BC 120 0.13 3.88 Truss must be installed as shown with top chord up. BC 120 1.38 6.38 BC 120 3.88 7.13 BC 120 6.38 8.88 BC 120 7.13 10.81 BC 120 8.88 11.13 BC 120 10.81 12.13 BC 120 11.13 14.63 BC 120 12.13 17.13 BC 120 14.63 19.63 BC 120 17.13 20.88 BC 120 19.63 20.88 _� 21" 918 1048 1p1 W=3X51.5X4(R) = 5X5= 3X3=- 1 X3=1.5X4(R) = 3X6= 3X5= 3X3= 1.5X4111 3X3= 3X5= 3X6= 5X5= 7- 1 4 0 1-0-8 1 0 8 -�}9 1 2X5111 5X7= 5X5= 4X4= 4X4= 2X5111 4X4= 5X5= 5X5= 5X7= r 2X5111 W=3X5= W=3X5= 21-3-0 Over 2 Supports R-1156 W=3" R=1156 W-3.5" { {111 V, IR PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 ,• ••••y 7- �2 FL 3 R - Scale =.3125" Ft. **WARNING**TROSSLS REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND.BRACING. �_ i • T C L L 40.0 P S F R E F 8 1 5 1 56556 REFER TO BCSI 1-03 (BU ILO ING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583'f� : ��•0 -� D'O10C RIO DR-, SUITE 100. MADISON, WI 53]19) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 IN IERPR ISE LN • MAD SO N, WE 53]19) FOR SAF EiY PRAC,7 ICES PR IOft TO PERFOP MING THESE FUNCTIONS. UNLESS OT HERWI SF INDICATED 687 ;* �- . T C D L 1 0.0 P S F DATE 05/04/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • !- BC DL 5.0 PSF DRW HCUSR151 05124010 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACTOR. AIPINE ENGINFFRFF)T, 1\Sf_'OF ALPINE PRODUCTS. INC. SHALL NDI RE RESPONSIBLE FOR ANY DEVIATTOH FROM IRIS DESIGN: ANY FAILURE TO BT A THE A G !' B C L L 0.0 P S F FIC-ENG M N M/A F TRUSS IN CONE fIk MAN CE WITH TPI: OR FABNICATING, HANDLING, SHIPPING, INSTALL IN)R BRACING OF TRUSSES. •�•�. DESIGN CONFORMS WITH APR[ICARLE PROVISIONS OF NOS (NATIONAI DESIGN SP FC. BY AFRPA AND TPI. ALPINE YY- CONNECIUR PLATES ARE MADE Of 90;18116GA (W.HVSXK) ASTM A653 GRADE 40,6SO (W. K/H,5) GALV. SI6TI. APPLY .... TOT.L D 55.0 P S F S E 0 N- 14239 VLAIES TO EACH FAC OF IP.tI St ANO, UNLESS OTHERWISE InA CrED ON 1!115 DESIGN, POSIT tON i'FR DNAWINGS I60A-Z. ANV INSPEC iIUN OT PLATES FOLIOWF.0 BY (i) SMALL PE VfR ANNEN AJ OF TP II-2002 SEC..I. A SEAL ON THIS •• • ` L,,1 Ip IIIC EI1g1I1EeLea Products, 11C. DRAWING IND LCA IFS Ar CF PIANO! I PPC FSSIONAL ENGINFERING RE 5 PONSIBII.TTY SOI FIY FOR THE TRISS COMPDNFNI �0, ,�, DER FAC 1,00 FROM PS 1950 Marley Drn'e DESIGN SNOW N. THE SOII ABIL.TTY AND USE Of THIS COMPONENI TOP ANY BOILPING IS THE RESPONSIBk IIY OF THE a AA�4 - mT'....;Haiue 3384 HUIo- src"ee .,.,Y ,)Tr] L ,, ..s- :,: ,.. ,,,.: May .n u3 ��m__ .. .. .. r�.i:erhscat L'NSiiaorizat< rt�u;= ,�:.,� �"�CIN 24. J ,� 1S ZO .<.. ._. : THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F-Islamorada Lot 33 Paradise Presserve - F3) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 17.29 Truss must be installed as shown with top chord up. " — 7-10-8 20 � 0 7-10-8 _I 15" Typ. 4X4 1.5X4(R) 1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 4X4= 7- 1T0� 1-0 8 r 11 0 a +912 5X5= 3X5= 3X3= 1.5X4111 1.5X4111 3X5= 5X5= T 2X4111 3X3= 2X4111 0-0-8 17-5-8 Over 2 Supports R=959 W=3" R=932 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.11<`O tt>FIC ••••. FL -/3/-/-/R/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. 't • TC LL 40.0 P S F R E F R151-- 56557 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INF NRMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 • • 0'0N OFR IO DR., SUITE 2110, MADISON, WI 11711 AND WT CA (WOOD 1RUS5 COUNCIL OF AMERICA, 6300 ENTERPRISE LN. * s Ne.age es MAO ISDN. WE 5371 9) FOR SA4ETY PRACTICES PRIOR TO PERFORMING THESE FUNC,7 .% UNLESS OTHERWISE INDICATED. ; v . . T C D L 10.0 P S F DATE 05/04/05 IUP CHORD SHALL HAVE PROPFRLY AI LACHED STRUCTURAL PANELS AN 80(TOM CHORD SH All NAVE A PROPERLY ATTACHED • tJ RIGID f,F IL TNG. �.\ ATOP BC DL 5.0 PSF DRW HCUSRI5I 05I240II **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THL INSTALLATION CONTRACTOR. nLP[NI LNGINCERFH E,,� F,� PROOUCIS, INC. SHALL NOT BE PESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE IO BUILD THE ) A -• D/ 1 I O O P C F H{,-ENG M NI'I/A F ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATE N6, HANDLING. SHIPPING, INST ALL INIi R BRACING 11F TRUSSES. LORtD * BC LL S C DESIGN CONFORMS WITH APPI.ICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PL RIES ARE MAOF OT ?0118/I6GA (W.H/S/N) AS1M AO53 f,NADF 40/60 (W K/H,S) G1LV. STEEL. APPLY �� • ••• • ��� T 0 T L D 55.0 P S F S E 0 N- 14242 PLATES 10 EACH FACF OF IP.USS AND, UNLESS OIHFRWTSF LOCATED ON 11115 DESIGN POST TEON PER DP.AWINGS 1601-2, 71pine�Engiineered Products, nc. AtIY INSPECTION OFPLAITS I1JILOW%BY (i) SH ALI PI PIP ANNE% A ) IP 1T-Z002 SEC 3. A SEAL. ON THIS � E,,Ft9 �tl4e DRAWING TNG INDICATES 1F Cf PTnNCE OF PP Of F5SI0NAL FNf�INEER INf.RE SPUNSIB IL IIY SOLFLV TOR TIIC TRIPS COMPONENT DDR.FAC, 1.00 FROM PS ' N. -18 E1.ETY OF TN "' TENT FO "ILDIN "' "ESPONS ' F THE Haim 335 = . C,xER IT T ..,.a y' -. a is _i 11ay ,� .,v�5 a. FL Certificate ofAuth Eization#567 ��� "' r. - -H_v'�C 1 N ,.av,_:,2 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F Islamorada - Lot 33 Paradise Presserve F4) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 17.04 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. 15.5" _1 7-10-8 �—� 8-0-0 1�5" Typ.1 4X4=- 1 X4=1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 5X7= -- 1-4-0-4-0 1 0-8 � }9-1-2� 5X5= 3X5= 3X3= 1.5X4111 3X3= 3X5= 5X5= 2X4111 T 2X4111 1.5X4111 LE 17-2-0 Over 2 Supports _1 R=932 W=3° R=944 A0 PLT L PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.11r.Ol •.� X'3 FL 3 R - Scale =.375" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. 1_ REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 583 ' : - TC L L 40.0 P S F R E F R151-- 56558 D'[1NUFRIO OR.. SUITE 200. MAO ISON. WI 53719) AND WTCA (WO[1D TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, I. % MADISON. WI 53719) FOR SAFE TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, : Nh. 96 ST : * •;. TC DL 10.0 P S F DATE 05/04/05 IOP CHORD SHALL HAVE PROPERLY ATTACHED S(R UC TUBAL PANELS AND BOTTOM CHORU SHALL HAVE A PROPERLY AIIAf,HEU t .T RIGID CEILING. • - p BC DL 5.0 PSF DRW HCUSR151 05124012 —IMPORTANT" FURNISH A COPY OF THIS DESIGN ill THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E OF .l ALPINE RODUCIS. ]NC. SHALL NUF BE kESPONSLBLE FOR ANY OEVIAl70N FROM THIS DESIGN; ANY FAILURE IO BUIID THE B C L L 0.0 P S F HC-ENG M NAA/A F TRUSS IN C9 NF ORMANCE WITH IPI: OR FABRICATING, HANDL.TNG, SHIPPING, INSTALLING A BRACING OF TRUSSES. OR�yA• • f,' /il DESIGN CONFORMS WITH APPLICABLE 11011510"1 OF ND5 (NAIIONAI DESIGN SPEC, BY AFAPA) ANO TPI. REPINE CONNECT DR PI RTES ARE MADE OF 20,18[16[iA (H,H7S7 Y.) ASTM A653 GRADE 40/60 (W 11,S) CALV. SILLL. APPLY .... �. T O T.L D. 55.0 P S F S EON- 14247 PLATES TO EACH FACE OF TRDSS AND, ON LESS OTHERWISE L0CAI TO ON THIS UESIC,N POSITION PER DRAW[NF,1 TIO A-]. i Ine En Engineered Products, ne. ANY INS1Ef,noN OF PLAITS FOLLOIIFD BY (I) SHALL BE PIR ANNkX A3 Of IPII-21T02 lE .3. A SEA[ HN IH1S • ,/�...'. • S 1950 OFSI DICAT ES AFIFPTANCE OF PPOI F SSIONAI- ENGINEERING RESPONS IOII TTY SOLFLY FOR THF IRUS5 COMPONENT ��, i ,+�� D U R.F A C. 1.00 FROM P S 11 � ORAHINC, IN I v T)n,Ve 11 "viLlfY ^ " OF iHT ^"""""NI FUR u '.DING I �' R1SPONSID THE 0 {{ s ..*.Haines ��'�< 3384 - Huu TUNER .: .,� H. MaY C I N '4.0 .., J _ti., 1 SM�-_ Z0 FL Certificate of)u orizati—W567 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F-Islamorada Lot 33 Paradise Presserve F5) Top chord 4x2 SP #2 N 12X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.47" DL: 0.18" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 1.38 Truss must be installed as shown with top chord up. BC 120 0.13 3.88 BC 120 1.38 4.83 BC 120 3.88 6.38 BC 120 4.83 6.83 HANGER= SIMPSON'S THA422 BC 120 6.38 8.88 FILL ALL NAIL HOLES. BC 120 6.83 10.19 BC 120 8.88 11.71 NOTE: BC 120 10.19 14.21 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE BC 120 11.71 16.71 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT BC 120 14.21 19.21 CATALOG FOR PROPER APPLICATIONS. BC 120 16.71 20.52 BC 120 19.21 20.83 BC 120 20.52 20.83 16.001' 10-4-8 F- 9-3-0 15" Typ. W=3X5= 3X3= I 5X4 =1.5X4(R) - 5X5= 1.5X4111 5X7= 3X6= 3X5= 3X3= 3X3= 3X5= 3X5= 1 40 1 0.8 + 942 2X5111 5 5 X7= X5= 4 X4= 4 X 4= 2X5111 4X4= 4X4= 5X5= 6X8= 2X5111 W=3X5= W=3X5= 20-11-8 Over 2 Supports '1 R=1154 W-3" R=1139 R. Alery PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.11. v. FIC Y' FAL 3 R - � Scale =.3125" Ft. ""WARNING"• IR USSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. G • TIC L L 4 0.0 P S F REF F 1 1 5 1 56559 REFCR TO CST 1-03 (B UT 10 RIG COMPONENT 51EF TY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 r i 0'IN OFRIO DR., SUITE 200. MADISON, WI 53119) AND WT CA (WOAD Ik USS COUNCIL OF AMFR[CA, 6300 ENIERPR ISE LN,� q.59687 598�.l , /` (' [ MADISON, WI 53]19) FOR SAFETY PRACILCES PRIOR TO PERF ORM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. / • T C D L 1 0.O P S F D AT L 05/04/05 TOP CHORD SHALL HAVE PROPERLY AITAC HED SIRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ... -IMPORTANT-FURNISH A COPY OF IVIS DESIGN TO IEE INSTALLAII- CUNIRACTOR, ALPINE ENGINEERED [OF BC DL 5.0 PSF DRW HCUSR151 05124013 PR(IU UCTS, (NC. SHALL "IIT BE RESPQNSIRLE TUR ANY DEVIATION FROM THIS nF SIGN: ANY FAILURE TO BUILD THE ` A,r B C L L 0.0 P S F HC-ENG M N M A F ALPINE TRUSS IN CONFORMANCE WI"' IP1: OR EABPICA LINA, II AN G LING. SHIPPING. INSIALI TNG ft BRnCING OF TRUSSES. " RESIGN CONE ORM$WT111 AP PL If ABLE PPOVIS tONI OF NUS (NATIONAL DIST... SPEC. BY AFRPA) AND TPI. AI PIgF .ONNEDURPL1TI5 ARE MADE OF 2)/IBT6CA (WAS,M A111 1.110E 41161 (W. K/H,B) GAL V. SIEEL. AVPLY •• � TOT L D 55 D PSF SE0N- 14258 ,a PI AT ES IO CACH FACEOF TPUSS ANO. UNESS CLOT RYI ISG OCATED ON ISIS DESIGN, POSITION PCPDRAWINGS I60A Z. /, ■71pine E'(1 1ttC8TCd PiOaUC[S� ❑C. ANY INSPECITONPLATES FOLLOWED BY (1, SHALL 11 I'EN ANNE% A:t fE tell-2102 SF C.3. A SEAL ON THIS � � (`SS 111 AI FNO IT ERI N1,NF Sf'.NSI IT II.I TV SOI ItY FOP TIE ILI- EIMPUNENT ,,1'y DUR FAC 1.00 FROM PS 1950 ^ Ie Drive nRAw r"r, 1"OIL ATEs rcErTANCE nr PP1FE /` „'. Haine ✓..�.: 3394#_, BUFt., _,"'CNERI ......s.111: I .. �...OF IHI �,...,....-NI lOR v o��l.OlNb 1 = o•SF nxsl Lz.v,�i,1 THE S,,,.,:.Mdy n...;.;15 :;. ,:� -::11.IN 7 J n.a,.r is ZQ FL Certificate of Authorization#567 ;_4.A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F Islamorada - Lot 33 Paradise Presserve F6) Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 20.83 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. 4-1-8 17.275" 8-0-0 22.726"_ 5-6-0 15" Typ. 1.5X4111 W=3X5= 3X3= 3X3= 1 .5X4(R) = 3X6= 3X3= 1.5X4111 3X3= 3X3= 1.5X4111 3X3= 3X5= T T 1 0 8 1 4 0 1-4-0 E17S21 2- 1 9-112 --L 2X4111 3X3= 3X3= 3X3= 3X3= 2X4111 3X3= 1.5X4111 3X3= 2X4III 3X3= 3X3= W=3X5= 9-6-12 _I 20-11-8 Over 3 Supports - _1 R-432 W=3" R=147 PLF W=8 7-9 R=592 VR •Eja` PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7.1,2. 6'� FfC 1'1 FL 3 R - Scale =.3125" Ft. "WARNING**TRUSSES REQUIRE EMIREME CAPE IN FABRICATION, HANDLING, SHIPPING, INSIALLING AND BRACING. REFER TO BCS 1-03 (BUILDING COMPONENT SAFETY TNFORMATiON), PURIISHED BY TPI (TRUSS PIATE INSTITUTE, 58J C TC LL 40.0 P S F R E F R151-- 56560 D'ON0FRIO OR.. SUITE 200. MADISON, WI 53]19) AND WT CA (WOOD IDO5S COUNCIL OF AMERICA, 6300 ENTERPRISE LN.� , MADISON, WI 53719) FOR SAFETY PRACTICFS PRIOR TO PERFORMING iHESF FUNCTIONS. UNLESS OTHERWISE INDICATED! ♦ Y TC DL 10.0 0 P S F DATE 0 5/0 4/0 5 TOP CHORD SHALL "AVE PROPERLY AT I ACHED STRUCTURAL PANELS AND BO'TOM CHOPD SHALL RAVE A PROPERLY ATTACHED 1 '' 1� :1 RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CDNTRACIGR. AIPINF FNG,INFEPED S T- F BC DL 5.0 PSF DRW HCUSR151 05124014 PRODUCTS, 1N1;. SHALL NOT BE RFSPONSiBLE FOR ANY DEVIA110N FROM INIS DESIGN: ANY FAILUPE IO BAIT.. THE R BC LL 0.0 0 P S F HC-ENG M N M A F ALPINE IRU5S TN CONFORMANCE WITH FP f: OR FABRICATING. HAN DI.LN G. SHIPPING. 1NII ALL LNG R BR AGING OF TRUSSES. / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TP[. ALPINE CON EC Pt ALES ARE MADE Of 2O'19/1fif,.A (W.H/S/N) ASf1)AF1SO GF.ALF O'.;6U (W N N.S) GAt.V. ""' APPLY �, {� • ` PLAIIS TO IACH FACE (JF TRUSS AND. ON[ESS D'HFRWISE InCAIIO ON III1S DESIGN P SITION PER DRAWINGS 160A-Z. a 1(Q► T 0 T.L D. 55.0 P S F S E A N- 14264 71pineEngineeredProducts, nc. DRAWINGPINDICATOFS PLA AfCFP1ANCF10FUPROFFSSIONAL1Y 111 LFNGIN[EPINNBE "IEP,FSI'ONSIBIIIITY' SOIEIYIFOR 1HF TRUSS COfNPONINT , f, ,� DUR.FAC. 1.00 FROM PS 1950 Warlev Drive ,4 DFSI = °. II II*BIL IIY n ASF OF IFI IS OMPnNF NT FOP INI BO ILOI Nf. IS TIIE If SPONS IB IIY IIF THE ,,,� z .Certficet A�ihonzatin# Buu w_ .,;J r,NER1 .:rrII ,r:_..., .,,..,,. . ..r �,�..>:;:(`d ay _.s5 -:.;". .,:. 1 - CIN ,. ;.�4.0 ,:- �1 1SM ,.:._ZO . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F Islamorada Lot 33 Paradise Presserve G1) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 18.54 Truss must be installed as shown with top chord up. 23" 9-1-8 '1 7-10-8 15" Typ. 4X4� 1.5X4(R) 1.5X4(R) = 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X5= 4X4= T 1 0-8 1 4-OT 8 912— � F 5X5= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X5= 5X5= 2X4111 2X4111 18-11-0 Over 2 Supports R-1028 W=3" R=1028 W=3" -`Ililf�i�r � ery�s PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.L1. 6•� IF!C T`F'4 FL 3 R Scale =.375" Ft. **WARNING%* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INS IALL ING AND BRACING. E' •I� _3 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBtTSIIFI BY TPI (TRUSS PLAIF INSTITUTF. 593 E V �' : c:. T C L L 40.0 P S F R E F R 1 5 1-- 56561 D'ONOFR LO DR SUITE 200. MADISON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTf RPRISE LN • • MADISON, WI 53]19) FOR SAFETY PRACTICED PRIOR TD PERFORMING THF SE FONCiI0N5. UNLESS DIIFRWI$E INDICATCD� ♦ T C DI 10.0 P S F DATE 0 5/0 4/0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( ..� ' LJ RIGID CEILING. L **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO IHF INSTALLATION CONIRACTOR. AIPINE ENC,TNCFRFD TE OF BC DL 5.0 PSF DRW HCUSR151 05124015 ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS [S DESIGN: ANY FAILURE TO BU1LU THE �� • (�,.•'� B C L L 0.0 P S F HC-ENG M N M/A F TRUSS IN CONFORMANCE WITH IPI: OP TARR IC AT IN1. HANDLING. SHIPPING. INSTALLING R BRACING OF IRUSSES. ty}( OE SIGN CONFOP MS WITH APPIICARIF PROVlSInNS OT HOS (NATIONAL Df DIGN SPEC. BY n{APA) AND IPI. AIPINE CONNECTOR PLAIFS ARE MADF OF 20118116GA IW.H/S/K) ADIM A653 GRADE 40/60 (W, 1/1.51 GALV. STEEI. APPLY •� ••••••••• .` TOT.L D. 5 5.0 P S F S E 0 N- 1 4 2 6 9 t- PLATES TO EACH FACE OI 1PUSS AND. UNi.E DS DIIIFRWISE IDf ATEA ON IIIfS DE S1fN ITIS IT ION P(R DR.+.W INGy 1C01� ? � i�'` � EO T1TiCETEd PI'OdUC[S� ilC, ANY INSPEC LION OF PI AT FS FOLLOWED BV (I) SHALL BE PER ANNE% A'i l.F TPIL IILII FC.3. A SEAL IN IDIS �� �/t1/�f. ,, FROM S �IpineDRAWING TNOT CA IES ACf FPTANCE DT PPDFFDSTIINAL FNGINEERING RF SPINSIBI1 it III FUR THE TP JSE r('M NI NT #�j, DDR,FAC, 1.OD 801'1 PJ 1950 Th'Ive DFS 1 'II I TY -- OF IHI •" "`PT IDR •, " ` DIN 1 ^`SP INDI THE 1 1 i.K Hdltle9 as.w it 3384&. ._ B'D'I Lt." .,.1GNFR is,. .,.^TPT l .,. x; ,. '. ,,.. C:: ; .ara, ,MdJ ..,.•.„+-5 ,.;. S:: .,��„ 1 FL Ce.fie rw.,Avmo iz tion a 567 -C I N a. ��_4.0 .._.F.; J ...: 1 S ht ..�..-. Z 0(t..L:.:.� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0243F-Islamorada -- Lot 33 Paradise Presserve - G2) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.13 18.29 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. 18 5" 930 + 7108 115�Typ 1 1.5X4(R) 5X7= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X5= 4X4= T 14 0 1 4-0 0-8 }9-1-2- �/ 2X4111 5X5= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X5= 5X5= r 2 X 4111 18-8-0 Over 2 Supports '1 R=1027 R=1014 W=3" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.11.0 �6.� ••. l�••-3 FL/- 3 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDI.ING, SHIPPING. INSTALLING AND BRACING. t •j ! TC LL 40.0 P S F R E F R151-- 56562 REFER TO BCSI 1-03 FRUIT DING COMPONENT 5AFFTY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 TR U i n M DNOFRIO UR., SUITE 20 U, MADISON. WI 53719) AND WTCA (NO(1D THESE CO"CII OF AMERICA, 6300 ENTERPRISE LN, �. O Sn �� :* t:�.T C D L 10.0 P S F DATE 05/04/05 MADISON, WI 53]19) FDR SAFETY PRACI ICES PRIOR TO PERFORMING THESE FUNCTIONS. I1Nl ESS OTIIE RWISE INDICATED. 7 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BO IIOM CHORD SHALL HAVE A PROPERLY ATTACHED t • .a"7 RIGID CEILING v BC DL 5.0 PSF DRW HCUSRI5I 05124016 *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THF INSTALLATION CONTRACTOR. ALPINE ENGINFERED OF -� ALPINE *P RODUfTS, INf,. SHALL NOT BE RESPIINSIBIE FOR ANY UEVIAIION FROM THIS DFSIGN: ANY FAILURF TO BUILD THE • BC LL 0.0 P S F HC-ENG M N M/A F TRUSS IN CONFORMANCE Wi IH IPI: OR FABRIC AI ING, HANDLING. SHIPPING, INSTALLING& BRACING Of LED SSES . R7�•. DESIGN CONFORMS WITU APR TCAfl1F PROV IS/ONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) ANOIPI. ALPINE CONHk CTOR PLATES AV,E MADE. UG 20/1H/16 G,A TW.H/S/K) AS1M AG53 GRADE dSE FC IW K/H S} 6ALV 1TFf I.. APPLY •�• %% TOT.L D. 55.0 P S F S E Q N 14272 PLATES Ill EACH FACE Of TRUSS AND. UNLESS OTHERW IS BE IDCATED ON IHiS OC SIGN POSITION PER DRAWINGS 160A 7.ANY , _.._ L ON [HIS IpineEngineeredProducts, nC. I)RAWINGPINOIOAlFS N OF PACCEPTAN EOWED PVOFCSSIf)HALSHALL[NGINCERINGERFSVONSIB[LITYI SOL EIV3{OR TI{F TRUSSACOMPONFNI ' , ',* DUR.FAC. 1.00 FROM PS 1950 Iwl)flve UFS ^,•, T tILITV ^ �_' OF THI nMPriNrNl FOR N H IIUING 1 THF RFSPONS(8IIIY �F THE as a�10 e';.. . Haines,„„�z 3384��.<c.,. BDII .;;. ..,:,Ic"eR ._....^,`rPT Is. , I ': . . .. r ., May '.... iCIN ,..:'.4.0 J ..+: 1SM ..., _ZO ,.� 11 Certificate 0 uNlocizahon Sb7- PAGE 1 Date : 05/03/2005 MANNING BUILDING SUPPLY LOG # : E0243 TRUSS DIVISION JOB # : "! JACKSONVILLE Salesman: JOHN FERGUSON Pitch: Varies/12 Customer: BESTCON HOMES Job Name : Islamorada Address : 1484 LOURAL WAY Address : Lot 33 Paradise Presserve ATLANTIC BEACH 32233 Designer: PS ---------------- ------ --------------------------------- ---------------------- Lef t Right ' Qtyl Span I O.H. I O.H. I Description ----------------------------------------------------------------------------- 1 2113118 2 ' 0 ' Al 1 2113118 2 ' 0 ' A2 2 2113118 2 ' 0 ' A3 1 40 ' 2 ' 2 ' A4 1 40 ' 2 ' 2 ' A5 5 40 ' 2 ' 2 ' A6 2 40 ' 2 ' 2 ' A7 1 19 ' 2 ' 0 ' Bl 1 19 ' 2 ' 0 ' 32 1 2113118 2 ' 0 ' C1 3 2113118 2 ' 0 ' C2 2 2113118 212112 0 ' C3 2 2110118 212112 0 ' C4 2 2110118 212112 0 ' C5 2 2113118 214113 0 ' C6 1 19 ' 2 ' 0 ' Dl 1 19 ' 0 ' 2 ' El 9 19 ' 0 ' 2 ' E2 1 616-1/2" 0 ' 0 ' E3 1 18 ' 3 "11 0 ' 0 ' P1 8 18 ' 3"11 0 ' 0 ' P2 4 1017117 0 ' 0 ' P3 4 1014117 0 ' 0 ' P4 4 111112 2 ' 0 ' J1 2R 2L 4 3 ' 2 ' 0 ' J2 2R 2L 7 5 ' 2 ' 0 ' J3 NC 1 710112 2191115 0 ' J4 D45 2 5 ' 2 ' 0 ' J5 1R 1L 1 9110 "1 2191115 0 ' J6 D45 6 7 ' 2 ' 0 ' J7 NC ** Hardware Roof ** 4 HUS26 1-ply Truss Hanger ---------------- ------------------------------------- ------- ----------------- 40 - Trusses 4 - # of Hardware 0 - # of I-Joist 17 - Piggy' s 25 - Jacks 0 - # of Beams 0 - # of Rim Board - -------------- - ---- - „OP 82 - Total Trusses 40' L le 13"s Ln ul ---------- TJ1T 0 a RC2 J2 — L 'js CE 0- m D1 u 0 (Y) (y) ILI :C3 P3 0 0 Oj :C4 7 c\l cv !'..CG -------------- - BUILDER TO CONY. FRAME ROOF, VFILLEY- FIND O.HANGS AS NEEDED. FPO-, BUILDER TO FRAME DOWN CETLINC S I AS NEEDED. BUILDER TO BUILD UP WALLS TO UMATCH TRUSSES AT HIGHER PLT H,. WALL UP TO ILD W D '7 U 8-7- ON TOP OF BERM ALL WALLS SHOWNP�RELOPO BEARIN-3 UNLESS NOTED OTHEPWISE 0 CL U 0 (f) L LLJ 0 O --- ---------------- 0 U) FA7 Lu �sf m CE > LLJ m 0 U) 0 J) R5 LLJ R4 CD ti 62— cn 81 Lu T A3 CD ri- J2 Al JOB NO E0243 FRGE NO: -------------- l-- �\ ,\ ,--%'" ,--- ��.- �- _---,"` �--- ,., ;. .. /` �� ----- f /� i" �. f /� i f� :; ' ,; No po OR go � � x � y , y �� � rl; ' / � r / ,��\ � \ � � � �� 1 � � ; il �:� � � � � �� �I � , a ,' / ;�. � i `rt , /� r 40 ve Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number;567 Florida Certificate of Product Approval M FL1999 Page 1 of l Document M:IS05151-21222141932 � Truss Fabricator" Manning Building Supply rob Identification: E0243'-Islamorada -- Lot 33 Paradise Presserve ' Truss Count: 30 Z'=' Model code: Florida Building Code 2001 Truss Criteria: �NSI/TPI-1995;ANSI/TPI-1995(STD)/FBC Engineering software: Alpine Software.Version 7.11. 8itructnral Engineer of Record:' g y , Addresrt Minimum Design Loads: Roof - 29.0 PSF @ 1.25 Duration Floor N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed h 'W" Notes: Seal Date:002312005 1'. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of TrusaDesignEagineei record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr Florida License Num ber: 22 2 2. .The drawing dateshown on this index sheet musti,-0+0 the date shown 1950 Marley Drive,' on the individual "truss component drawing. Raises,City.FL 3384 , 3. The loads indicated on all referenced girdet*;ftlss are consistent with the truss layout provid by Manning' Building Supply for the above" i= rtc2 �oelltifieation. Loads applied by Hort-trues elements and basic load parameters aree revi� rl roved by the EOR/building designer. 4. As shown on attacheddrawings; he diraMti#g i �r eft' yk KUSR151 drawin s t byry Details." 14QGC ,. Ail dkfil 8034 �e� 1 ail 3W.7i'7 �As1 lih e,v ,1>•*x"r���� 3' wf t, � i t r "NI 4`i Sh1,03G+^" f y , 1 � Ni4i o 2ke�Q�l ! x k ul ''IIII F. A III I I 03 f 7tB y ' 05173 1 .Y 08/ 2// ! t'.1�f t' S ' F ry �I laf tt i1R.!V �t �sI Ix S-0Y 1S�S hT pCYJ tl��ff u rfd 3. 7 r 4: 1 �81 y,O ,!I t 051735, QR / S . flair w1� s � ,. 1 4 r t F t x ..�.,.,.. 'rd°. 0 316 /01 11 043--C2 05173167 06/22/45 -C3 05173169 06/22/05j:`Y , 5---C4 05173168 06/22/05 xt " 14 W..a 31046--05 05173157 06/22/05 7--C6 05173170 06/22/05 lir --D1 -05173153 06/22/05 9 -El 05173159 06/22/05 Q--E2 05173152 06/22/05 51 -E3 05173155 06/22/05 � }52--P1 05173179 06/22/05 21 31053--P2 05173171 06/22/05 22 31054--P3 05173162' '06/22/05 23. 31055--P4 05173164 06/22/05 24 31056-7J1 2R 2L 05173172 06/22/05 25 31057--02 2R 2L 05173154 06/22/05 26 ;31058--J3 NC 05173156 06/22/05 [ 27 31059--J4 D45 05173163 06/22/05 28 31060--J5 1R 1L 05173173 06/22/05, 29 31061--J6 D45 05173158 06/22/05 ) 30 31062--J7 NC 05173174 06/2?/05 ( E0243Islamorada Lot 33 Paradise Pre serve Al 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, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L1240 total load. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Dropped top chord must be braced at 24" o/c intervals. TC From 54 PLF at -2.17 to 54 PLF at 0.00 TC From 154 PLF at 0.00 to 154 PLF at 21.29 See DWG HCUSR001 02086015 for gable bracing details. BC From 4 PLF at -2.17 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 21.29 The Building Designer is responsible for the design of Roof and Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shear Walls must provide continuous lateral restraint to Gable End. CHORD SPACING(IN OC) START(FT) END(FT) 04—= All Connections to be specified by the Building Designer. BC 120 0.29 21.29 9 9 3X31*1 3X3�i 2X4(D1) 0-4 10 0-0-4 T + 9-1-2 2X4(Al) = 5X5=— LC 2-0-0>J X5=L2-0-0> 0-®-80-0 L1�1, 9-5-6 ,I_ 10-7-12 I 21-3-8 Over Continuous Support ,I R=200 PLF U=128 PLF W=21-3-8 Note: All Plates Are 1.5X4 Except As Shown. F. O� If .c.•E N''•� S PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 2 r S '••�QT FL 3 E Scale =.25" Ft. --WARNING*-TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. � T C L L 2 0.0 P S F R E F R151-- 31033 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAT, INSTITUTE, SB MADE SONIOWE 53719)T FOR OSAF ET I PRACTICE53 PRIOR-EO PERF ORMW CAOING THESE FUNCTCOUNCION OSF AUME SS OTHERWISE300 RPRISE INDICATE INDICATE ' TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH • . T C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05173176 *-IMPORTANT--FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE •� • PRODUCTS. INC. SHALL NOT BE RESPONSIBIF FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T B C L L 1 0.0 P S F H C-ENG RB/AP ALPINE TRUSS IN CONFORMANCE WITH TPI: OR EA BR HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL F. PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBP A) AND TPI. ALPINE /� CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SjK) ASTM-653 GRADE 40/60 (W. KjH,S) GAL V. STEEL. APPLY .•�+ R1O.•�'' TOT.L D 4 7.0 P S F S E Q N 14385 PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DE 51 ON, POSITION PER DRAWINGS 16DA-2. •ti•MN. ine En ineered Products, Ilc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS S'O�AL D U R.FAC. 1.25 F ROM P S P g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E S PONSIBII.1tY SOLELY FOR THE TRUSS COMPONENT r� v ]950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THII FOMPONFNT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE J T�Imes _....'a.9rlTdh °.".,. BUIL .R, IGNER EL .TPI 1 .s. ,c.; t. :s.. {. ....JUn .;;CIN .. �4.0 ...150 �.,, L, :. dft, L.r. ( E0243Islamorada Lot 33 Paradise Presserve A2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 105 0.29 21.29 BC 105 20.44 20.51 4X4= 3X5D� 3 X 5,5-' 9 9 F_ 3X5 0-4-10 0-4-10 9-1-2 — 1.5X4111 5X7= 1.5X4111 2X4 _ (Al)( ) = 2X4 C6)= 3X6(C6) L<-2-0-0->j I, 10-7-12 ,I_ 10-7-12 1 21-3-8 Over 2 Supports R=1102 U=694 W=3.5" R=1021 U=603 W=3.5" F.•CID PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 E •• •••, 0"I 1 FL/-/3/-/E/-/- Scale =.3125" Ft. -WARNING"1RUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. V.- CST C L L 20.0 P S F R E F 8 1 5 1 31034 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 •� O'0JOFRIO DR., SUITE 200, MADISON. NI 53719) ANFIGR D WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN MOPICHORDWSHALLIHAVEO IT PR OPERLY ATTACHEDSSTRUCTUR AL PPA NO L STAN BTB OTTOM ON HORONSNAL SHALLHAVEVE AT PRO PERLYI ATTACH TC DL 7.0 PSF DATE 06/22/05 RIGID CEILING. \ • BC OL 10.0 PSF DRW HCUSR151 05173177 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PROALPINE TRUOSSCIN CONFORMAFALLWNOH BITRESPONSORLEABRICANINGEVHANDLOINGROSHIPPINGM THIS ESINS; INGYBI ILURNGTOFBTRUDSSESE B C L L 10.0 P S F H C-ENG E J R/A P DESIGN CONFORMS W[TO APPLICABLE PROVISIONS OF NOS (NATIONAL OE SIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.M/S/K) ASTM A653 GRADE 40/60 (W. K/H,Sj GALV. STEEL. APPLY •� l O�,O ff T 0 T.L.D. 47.0 P S F S E Q N 14392 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. •(, ZIpine En ineered Products, I, ANYINSPECTION OF PLATES FOLLOWED BV (/) SHAL1 BE PER ANNE% A3 OF TPII 2002 SEC.3. A SEAL ON TNISDUR.FAC. 1.25 FR0M PS g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOL EIV FOR THE IN USS COMPONENT ' �� /CCC���� 1950 Marley Drive pES[GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE -Iaines : FI 33844 eutL ^�-IGNER P� TPI I u vfi ,. .:, , C I N 4.0 J 1 SMS , _Z04 ( E0243 Islamorada Lot 33 Paradise Pre serve A3 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, PART. ENC. bldg, Located Bot chord 2x6 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or SPECIAL LOADS better "T" brace. 80% length of web member. Attached with 8d Box or Gun ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) (0.113"x2.5",min.)nails @ 6" OC. TC From 54 PLF at -2.17 to 54 PLF at 21.29 BC From 4 PLF at -2.17 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load. BC From 40 PLF at 0.00 to 40 PLF at 5.69 BC From 110 PLF at 5.69 to 110 PLF at 15.65 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 40 PLF at 15.65 to 40 PLF at 21.29 CHORD SPACING(IN OC) START(FT) END(FT) 5XBC 120 0.29 21.00 5= 1.5X4111 1.5X4111 9 F_ (A) 9 W2 0-4-10 0-4-10 IT]� � �9 1 2 3X5= 8X8= 3X5 (Al) = 3X5(Al) L<2-0-0>J I, 10-7-12 ,I 10-7-12 I L 21-3-8 Over 2 Supports R=1477 U=711 W=3.5" R=1342 U=607 W=3.5" CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. '6r �`S".• QTY FL 3 - E Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F 8 1 5 1 31035 REFER TO SCSI 1-03 LB UILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583\ I'DN0FRIO DR., SUITE 200. MADISON, WI 53119) AND W7CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LI� '7 MADISON, WE 53]19) FOR 5AFETY PRACTICES PPIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE T C D L / O P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE D �: : BC DL 10.0 PSF DRW HCUSR151 05173178 IRIDUALPINE TRUSSCIN CO NFORMANCETIINC LWEII NOT BPIRESPONSORLFABRICATINGE FOR ANY EVIATION HANDLINGROSHIPPINGESINSTAtLINGYSFBRACIL INGT0FRTRUDSSES. BC LL 10.0 P S F HC-ENG E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OES IGN SPEC, BY AFSPAI AND TPI. ALPINE "//////w������ Q CONNECTOR PEA TES ARE MADE OF 20/18/16GA (W,N/S/K) ASTM A653 GRADE 40/60 (W. K/H,5) GAL V. STEEL. APPLY e•!� R�D,.•f TOT.L D. 4 7.0 P S F S E O N 14396 PLATES i0 EACH FACE OF TRUSS AND. UNLESS 07 HFRNISE LOCATED ON THIS DE SIGN. POSITION PER DRAWINGS 160A Z. `_ •�wM�•• 1 me En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY Ii) SHALL BE PER ANNEX .A3 OF TPI1-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F R 0 M P S II g DRAWING INDICATES ACCEPTANCE OF PROFESSI ON AI. ENGINEERING RESPONSIBII.IIY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DF SIGN SHOWN. THE SUITABILITY AND USF HE THIS COMPONENT FOR ANY GUIIGING IS THE RE SPONSIBII ITV OF THE Ci .'.,,3380 ,..._-. BUIL IGNER P wTPl 1i._� _ e_ E.. .>I =3. :;:Jun �3.>. .[ .....:v IN 14.0 ,... JI ISM Z04 E0243Islamorada Lot 33 Paradise Presserve A4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( ) Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x6 SP #2 N :B3, B4 2x4 SP #2 N: anywhere in roof, CAT IL, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 :W2 2x4 SP #2 N: :W3, W5, W7 2x4 SP #1 Dense: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS TC 24 10.46 29.06 ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BC 75 0.29 26.75 TC From 54 PLF at -2.17 to 54 PLF at 10.65 BC 74 26.75 33.23 TC From 154 PLF at 10.65 to 154 PLF at 40.00 BC 75 33.23 39.71 TC From 54 PLF at 40.00 to 54 PLF at 42.17 BC From 4 PLF at -2.17 to 4 PLF at 0.00 Dropped top chord braced at 24" o/c intervals. BC From 40 PLF at 0.00 to 40 PLF at 5.65 BC From 110 PLF at 5.65 to 110 PLF at 15.65 See DWG HCUSR001 02086012 for gable bracing details. BC From 40 PLF at 15.65 to 40 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 42.17 The Building Designer is responsible for the design of Roof and Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. Bearing blocks: Nail type: 0.13lx3.0_g_nails Shear Walls must provide continuous lateral restraint to Gable End. BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE All Connections to be specified by the Building Designer. 3 26.458' 1 12" 4 Match Truss Bearing block to be same size and species as bottom chord. + Member to be Laterally Braced for horizontal wind loads. Refer to drawing CNBRGBLK0503 for additional information. Bracing system to be designed and furnished by others. 5X5= 5X5= 3X5= 5 X 7 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 9 5 ONLY STUDDED AREA IS EXPOSED TO WIND. 3 T3 � 7 9 W2 3X3�� + + 3X5'-- 0-4-10 + + 5 + 6X6= B4 L 0-4-10 r �\ 9 0 T + + + + + + + B3 + 5 + + T+g-1-2 5X5(Al) = 3X5= 8X8= 5X5= 6X10= 3X5( I�2 0 0_1E � E 21-1-12 �F 5 5 88--->J ' z o 0 10-5-8 18-7-3 9-8-15 0 e -5 26-9-0 6-5-12 6-9-4 E 40-0-0 Over 4 Supports R=1379 U=776 W=3.5" R=2779 U=1562rW-3. =2739 U=1539 W=3.5" R=740 U=416 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. CQ . ....PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7. ENS 01%. TY FL 3 - E Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 TC LL 20.0 P S F R E F R 1 5 1 3 1 0 3 6 D'ONOFR IO OR.. SUITE 200. MADISON, WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LNC 0 b MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED T C D L 7.0 P S F DATE 06/22/05 TOP CHOftD SHALL HAVE PROPERLY A7 TAC HE0 STRUCTURAL PANELS AND 80T 10M CHORD SHALL HAVE A PROPERLY ATTACHE i RIGID CEILING. .� BC DL 10.0 PSF DRW HCUSR151 05173150 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE RED •. ALPINE PRODUCTS• INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROH THIS OF SIGN: ANY FAILURE TD BUIL THE `ST OF C L L 10.0 P S F H C ENG E J R/A P TRUSS IN CONFORMANCE IT TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING& BRACING OF TRUS 5. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALP E �� •' CONNECTOR PLAT FS ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (N, K/H,S) GALV. STEEL. AP PL O�� •�f T 0 T.L D. 47.0 PSF S E Q N 38879 .a ,1 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DE S IGH, POSITION PER DRAWINGS 160A-2. �n •...•.�... ]pine En ineered Products, nC, ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALT. BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON THIS V I�NAL D U R FAC. 1.25 F R 0 M P S P B DRAWING IN ACC F.P TA NCE Of PROFESSIONAL ENGINEER.ING HE SOLELY FOR THE TRU55 COMPONENI 1950 Marley Drive DE5IGN SHOWN. THE SO ITABILI TV AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE qai ee '... rT nza o BUIL _ _IGNER P PT I C I N 4.0 J 1 SM ( E0243Islamorada Lot 33 Paradise Presserve A5 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, PART. ENC. bldg, Located Bot chord 2x6 SP #2 N :B3, B4 2x4 SP #2 N: anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 :142, W3, W5, W7, W8 2x4 SP #2 N: (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or SPECIAL LOADS better "T" brace. 80% length of web member. Attached with 8d Box or Gun ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) (0.113"x2.5",min.)nails @ 6" OC. TC From 54 PLF at -2.17 to 54 PLF at 42.17 BC From 4 PLF at -2.17 to 4 PLF at 0.00 (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or BC From 40 PLF at 0.00 to 40 PLF at 5.65 better "T" brace. 80% length of web member. Attached with 16d Box or Gun BC From 110 PLF at 5.65 to 110 PLF at 15.65 (0.135"x3.5",min.)nails @ 6" OC. BC From 40 PLF at 15.65 to 40 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 42.17 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 24 10.85 29.15 BC 114 0.29 26.75 Shim all supports to solid bearing. BC 75 26.75 39.71 5X7% 3X5= 3X5= 5X7- 1.5X4111 1.5X4111 (B) 9 F- (A) W3 (A) (A) (A) 9 (B) W2 W8 -10 63 5 6X6= B L 0-44--10 T 9-1-2 3X5= 8X8= 3X5= 6X6= 5X5(Al) = 3X5 (Al) 1t 0-0_1E 21-1-12 ��E 5-5-8� 2-0-0 10-10-3 18-3-11 10-10-3 26-9-0 6-5-12 6-9-4 40-0-0 Over 4 Supports R=1283 U=551 W=3.5" R=1851 U=772 W=3.5" R= = w, R=466 U=308 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 •'••GENS••'•. I.Y. FL/-/3/-/E/-/- Scale =.1875" Ft. "WARNING`•TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. V. •� C L L 20.0 P S F R E F R 1 5 1 31037 REFER-0 NOTTO BCS( 1-03 (BUILDING COMPONENT SAFELY INFORMATION), PUBLI1 SSSHED BY TPI (TRUSS PLATE INSTITUTE. 583 t MADISON[OW0R53719)TFOR O SAFETBVIPRACTWCES3 11'G1 TO NO PER%RMBING THESE FUNCTIONS•N ILLAU NLESS OTHE3 0RW I S EE I ND CAI E D • •� •` TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED t T C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. _ ` DL 10.0 PSF DRW HCUSR151 05173160 -IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE •� •: STAT PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE • B C L L 10.0 PSF HC-ENG E J R/A P ALPINE TRUSS IN CONFORMANCE WE TO TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. .• DESIGN CONFORMS WTIN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. 81 AFBPA) AN. TPI. ALPINE •% A CONNECTOR PLATES ARE MADE OF 20/1B/]fiGA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY •` :+:` TOT.L D. 4 7.O P S F S E Q N 38890 PLATES TO EACH FiCE OF TRI1 S5 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DkAWINGS 160A-Z. ���.�••• � ]pine Engineered Products, nC. pRAWINGANY PECTINDIBATBS PACCEPTANCELATES F BOFBPROFESSIONALLENGINEERINNERESPONSIBILITYBBSOLELV3FOR THE TRUSSA1 N THIS COMPONENT D U R.FAC. 1.2 5 FROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUT[ LONER „ ..,.TPI T I, -.,�.� ns..r-Ju =fi ...,..C I N 4.0 .,., J ., ..;15M ... ,_Z04 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - A6 ) Top chord 2x4 SP #2 N ** Bearing blocks: Nail type: 0.131x3.0-_g_nails Bot chord 2x6 SP #2 N :B3, B4 2x4 SP #2 N: BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE Webs 2x4 SP #3 :W2, W3, W5, W7, W8 2x4 SP #2 N: 2 21.000' 1 12" 4 Match Truss Bearing block to be same size and species as bottom chord. SPECIAL LOADS Refer to drawing CNBRGBLK0503 for additional information. ----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.17 to 54 PLF at 42.17 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located BC From 4 PLF at -2.17 to 4 PLF at 0.00 anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. BC From 40 PLF at 0.00 to 40 PLF at 5.65 BC From 110 PLF at 5.65 to 110 PLF at 15.65 (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or BC From 40 PLF at 15.65 to 40 PLF at 40.00 better "T" brace. 80% length of web member. Attached with 8d Box or Gun BC From 4 PLF at 40.00 to 4 PLF at 42.17 (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or CHORD SPACING(IN OC) START(FT) END(FT) better "T" brace. 80% length of web member. Attached with 16d Box or Gun TC 24 10.85 29.15 (0.135"x3.5",min.)nails @ 6" OC. BC 75 0.29 33.23 BC 84 33.23 39.71 (C) Continuous lateral bracing equally spaced on member. Or 2x4 SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun Deflection meets L/360 live and L/240 total load. (0.135"x3.5",min.)nails @ 6" OC. Shim all supports to solid bearing. 5X7% 3X5= 3X5= 5X7- 1.5X4111 1.5X4111 (B) 9 r (A) (A) (C) (A) 9 (B) W2 W8 0-4-10 6X6= _ 0-4-10 5 5 1 B3 B4 T+�9-1-2 3X5= 8X8- 3X5=** 6X6= 5X5(Al) = 3X5(Al) 12-0-ole 21-1-12 - _j z o 0 rE 10-10-3 J_ 18-3-11 _f_ X10-10-3 �I 26-9-0 6-5-12 T` 6-9-4 40-0-0 Over 3 Supports COR=1130 U=472 W=3.5" R=2945 U=1335 W=3.5" CR=627 U=390 W=3.5" S ... .... PLT TYP. Wave TPI Design Crit: TPI-1995 STD �%FBC 7.1 %1 NS % y. FL/-/3/-/E/-/- Scale =.1875" Ft. -WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F REF R 15 1 31038 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP[ IT USS PLATE INSTITUTE, 583 D'ONOFRID OR., SUITE 200, MADISON, WI 53719) AND WT CA (WONG OD TRUSS COUNCIL OF AMERICLESA, 6300 ENTERPRISE EN� O .b M O PI CHOR OW SHALL HAVE PROPERLN ITY ATTACHEDS STRUCTURALP PANELSI ANDT BOTTOMU CHORDN SHALL S. N HAVE AT ERWISE PROPERLY ADICATED TTACHED" TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING. ST BC DL 10.0 PSF DRW HCUSR151 05173166 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE RED OF PRODUCTS, [NC. SHALL nor 8E 1111....... FOR ANY DEv1ATO FROM THIS DESIGN; ANY FAILURE TO BUIL THE r C LL 10.0 P S F HC-ENG E J R/A P ALPINE ROSS iN CONFORMANCE WITH TPI: OR FABRICATING. NANOLING. SHIPPING. INSTALLING B BRACING OF TRUS S, f DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALP E •�� CONN ECT OR.P TAT AlE MADE OF 2D/IBIIAGA IW,H/S/K) ASTM A653 GRADE 40160 (W, K/H,S) GALV, STEEL.. APPLE `O R, .�' TOT L D. 47.0 P S F S E Q N 38894 PLATES 10 EACH FACE OF TRUSS AND, UNLESS FILERWISI LO CAFED ON TO 15 DESIGN, POSITION PER DRAWINGS 160A Z. �Ipine En ineeredProducts, c. ANY TNSPFCTI0N OF PLATES FOLLOWED BY (1) SHALL BE PEP ANNEX A3 OF TPT1-2002 SEC.3. ASEALONTRIS DUR.FAC. 1.25 FROM PS 1950 IVt2iI I)(jye DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PIS E SPONSIBIIITY SOLELY FOR THE TRUSS COMPONENT �' DESIGN SHOWN. THE SUITABILITY AHD USE OF TRIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE .� I _tfi at .- .;..338 . ..; Buu .... ._GNeR P . .-,.c.FP/ I .:.. .,. :::. .s, nzabo . F. .,.,: INQ� 4.0 .�.,,; J ,RK , 1SMft,,,;.:-Z04e;: . ( E0243-Islamorada - Lot 33 Paradise Presserve A7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 2x4 SP #2 N ** Bearing blocks: Nail type: 0.1310.0_g_nails Bot chord 2x6 SP #2 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE Webs 2x4 SP #3 :142, W3, W5, W7 2x4 SP #2 N: 2 21.000' 1 12" 4 Match Truss Bearing block to be same size and species as bottom chord. SPECIAL LOADS Refer to drawing CNBRGBLK0503 for additional information. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.17 to 54 PLF at 42.17 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located BC From 4 PLF at -2.17 to 4 PLF at 0.00 within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC BC From 40 PLF at 0.00 to 40 PLF at 5.65 DL-5.0 psf. BC From 110 PLF at 5.65 to 110 PLF at 15.65 BC From 40 PLF at 15.65 to 40 PLF at 40.00 (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or BC From 4 PLF at 40.00 to 4 PLF at 42.17 better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or TC 24 10.85 29.15 better "T" brace. 80% length of web member. Attached with 16d Box or Gun BC 117 0.29 39.71 (0.135"x3.5",min.)nails @ 6" OC. Deflection meets L/360 live and L1240 total load. 5X7% 3X5= 1.5X4111 5X7= 1.5X4111 (B) 1.5X4% g r- (A) /(B) 9 W2 0-4-10 0-4-10 IE� ��912 5X5 (Al) = 8X8 3X5= 8X8- ** 3X5= 5X5(Al) t-0-0 E 21-1-12 - � 1, 10-10-3 _1_ 18-3-11 I 10-10-3LE I 40-0-0 Over 3 Supports R=1280 U=492 W=3.5" R=2628 U=1297 W=3.5" S V. COL R=795 U=417 W=3.5" T ... .... PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. ' ,4; �••••. T 2 FL/-/3/-/E/-/- Scale =.187511 Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. •�v T C L L 20.0 P S F R E F R151-- 31039 REFER TO DCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 D'ONOFRIO DR.. SUITE %O MADISON, WI 53719) AND WE CA (WOOD TRUSS H Ell COII NCIL OF AMERICA, 6300 ENTERPRISE L Q C HOPI CHORD WSHALL IHAVEO PROPERLY ATTACHEOSS�R UCTURALPPANELSIAND NG TBOTTOMUCHORDNI.SHALL NHAVE AESS TPROPERLVINDICATE/ T TACNEgi • a T C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. 1 • BC DL 10.0 PSF DRW HCUSR151 05173175 **IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE '; TA • PRODUCTS, INC. SHALL NOT eE RESPONSIBLE FOR ANY DEVIATION fHOM THIS DESIGN; ANY FAILURE TO BUILD TO B C L L 10.0 P S F H C-E N G E J R/A P ALPINE RUSS IN '"C "ALL KITH TPI; OR FnBRICATTNG. HANDLING, SHIPPING. 7NSTALL(NG 8 BRACING Of TRUSSE . DESIGN CONFORM5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. AIDE E A CON NFCTOR PLATES ARE MADE OF 10/1B/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPL j O�� .•. T 0 T.L D. 47.0 PSF S E Q N 38898 PLATES TO EACH FACE OF TRU55 ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. � ��• .. ANY INSPECTION OF PLATES FFLI OWED BY (1) SHALL BE PER ANNE% A3 Of TP71-2002 SE C.3. A SE AI ON TIT 5 ti•M•.• 71pine Engineered Products, nC. DRAWING INDICATES ACCEPTANCE OF By OFFSSfON AL ENGINEERING RESPO NS TBILI TY SOLELY FOR THE TRUSS COMPONENT O D U R.FAC. 1.2 5 FROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE �:z ;ficat ,-_ . 3380 Bu nl :.:, cNFNP �:.TPI1 .,.,,. .',..,:,. .:.- .,.. ... .'..�IN( 4.0 ,.,.. JR . ,:;1SM .n ..;.:_Z 04t, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - B1 ) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun Deflection meets L/360 live and L/240 total load. (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 5-0-0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 5.00 19.00 BC 87 0.29 19.00 5X7= 2X4111 5X5= T2 (A) 9 4-1-10 0-4-10 +9-1-2 1.5X4111 5X8=- 3X5 X8=3X5(B1) = 1.5X4111 L<-2-0-0->J I_ 5-0-0 ,I, 14-0-0 ,I 19-0-0 Over 2 Supports R=1461 U=990 W=3.5" R=1363 U=825 14=3.5" AeevCONPLT TYP. Wave TPI Desi n Crit: TPI-1995 STDTY. FL 3 EFBC 7. s Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. • T C L L 20.0 P S F R E F R151-- 31040 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRID DR.. SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNC II OF AMERICA, 6300 ENTERPRISE LN� MADISON, WI 53719) FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNC710NS. UNLESS OTHERWISE INDILAiEO� •• T C D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID cEUING. BC DL 10.0 PSF DRW HCUSR151 05173151 i ST **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER •� $1 OF ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATE FROM THIS DESIGN: ANY FAILURE 70 BUILD iH . •• B C L L 10.0 P S F H C-ENG E J R/A P TRUSS IN CONFORMANCE NI TH TPI; OR FABRICATING. NANpLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. /� DESIGN CONFOPMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF4PA) ANO TPI. ALPINE /�� /�' l PO CONNECTOR PLATES ARE MADE OF ZO/]8/16GA (W,H/S/K) ASTM A653 GRADE d0/60 (W. K/H,S) GAL V. STEEL. APPLY •••�O R\ • ` TOT.L D. 47.0 P S F S E Q N 38974 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. EDSI[TO N PER DRAWINGS 160A Z. •MM�� ]pine Engineered Products, nc. AN Y INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PEN ANNEX A3 OF TP11-2002 SE f,.3. A SEAL ON THIS 'Of tA� D U R.FAC. 1.25 FR0M P S P S DRAWING INDICATES ACCE PiANCE OF PROFESSIONAL ENGINEERING RESPONSI0IL TTY SOLELY FOR THF 7R USG COMPO NEN7 `! 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE `iaines j—- 33844 Bp IL - ---•GNER P '-•'TPI 1 - IU n "' . 'ficate ;:,.riza i ..:.:- It::,.,.,,.: t t a; , ,.,.,I N 4.0 JF*, ;t:1 SMI ., Z 04t:; ( E0243 Islamorada - Lot 33 Paradise Preserve 82 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, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Right end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 24 7.00 19.00 BC 109 0.29 19.00 5X7= 1.5X4111 3X5(R) III 9 5-7-10 0-4-10 —F ul 9-1-2 1.5X4111 2X4(Al) = 3X8= 1.5X4111 L<-2-0-07;"1E 13-4-12 _I 1, 7-0-0 _1, 12-0-0LE ,1 19-0-0 Over 3 Supports R=728 U=420 W=3.5" R=1031 U=731 W=3.5" R=148 U=180 W=3.5" F.fCOw. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 1ALP Eiy X20. FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING`*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • '• v T C L L 20.0 P S F R E F R151-- 31041 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMAfION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 4 D'ON0FR I0 DR.. SUITE 200, MADISON. WI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, • 1 MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR i0 PERFORMING (HESE FUNCTIONS. UNLESS OTHERWISE INDICATED 4 i •� T C D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED•• RIGID CEILING. ' z ? ♦ BC DL 10.0 PSF DRW HCUSR151 05173161 **IMPORTANT**ED NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE SIf N; ANY FAILURE TO BUILD TH ALPINE TRUSS IN CONFORMANCE WI IH IVT; OR FABRICATING. HANDLING. SHIVPING. 1NSIALLINO 8 BRACING OE IRUSSE . •P B C L L 1 0.0 P S F HC-ENG E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AEBPA) AND TPI. ALIT E CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HK) ASTM A6S3 GRADE 40/60 (W, K/H,S) GALE. 57EEL. APRIL � •f Q R P. r T Q T L D 47.0 P S F S E Q N 38886 PLATES TO EACH FACE OF TRO SS ANO, UNLESS OTHERWISE LOCATE.UN IH IS DE 5IG N, _515 AN PER DRAWINGS 160A-2. A �f 1-in. ineEn ineeredProducts, nc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAT. ON THIS �`- �• •wM••�� P g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P.ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT V D U R.FAC. 1.2 5 FROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF TNI'COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ua�I " 3saa BO7LD ^"•GNER PE PI 1 ' - MNG 1.0' JR 1SMR� Z04 ,:. ... .,--ific :.�vz� n '� ( E0243Islamorada Lot 33 Paradise Preserve C1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DIE-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Dropped top chord must be braced at 24" o/c intervals. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) See DWG HCUSRO01 02086015 for gable bracing details. TC From 54 PLF at -2.17 to 54 PLF at 0.00 TC From 154 PLF at 0.00 to 154 PLF at 21.29 The Building Designer is responsible for the design of Roof and BC From 4 PLF at -2.17 to 4 PLF at 0.00 Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. BC From 40 PLF at 0.00 to 40 PLF at 21.29 Shear Walls must provide continuous lateral restraint to Gable End. All Connections to be specified by the Building Designer. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 4X4 CHORD SPACING(IN OC) START(FT) END(FT) BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.41 BC 120 0.29 21.00 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. g F— 9 5X7 (R) III 3 X 3'1*'�-, 3X3% 3X5,1 5 BALLOON FRAMED WALL 5 '— 3X5, 0-4-10 0-4-10 7- - 9-1-2 2X4(Al) 2X4(Al) L<-2-0-0-�9,J 0-6-51-5-11 1 10 8 6-5 I_ I 8-7-12 31 8-2-15 _I_ _I 10-7-12 10-7-12 21-3-8 Over Continuous Support R=145 PLF U=94 PLF W=29-3-8 Note: All Plates Are 1.5X4 Except As Shown. C PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. WE T 1 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING`*TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. � T C L L 20.0 P S F R E F R 1 5 1 31042 REFER 10 BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE. 58 : �.� D'ONOFRI0 DR.. SUITE 200, MADISON, WI 53719) ANR OR ID WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LFV MAGTOP C HO RN.DW SHALLI HAVER PROPERLY AT TACHEOSST RUCTURALPP AN ER SI ANDNG BOTiO MHESE U CHOR DNS HAIL HAVELESS ATPROPERLYHERWISE I ADTTACHE r : T C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. /1 C DL 10.0 PSF DRW HCUSR151 05173165 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE • T PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD E • • B C L L 10.0 P S F H C-ENG E J R/A P ALPINE RUSS IN CONFORMANCE WITlI TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING&BRACING OF TRUSSE •• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY ATARI) AND TPI. ALPIN O R1� t CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S(K) ASTM AG53 GRADE GO/60 (W. K/H.S) GAL V. IIEEL. APPLY • ` •f T 0 T.L D. 47.0 PSF S E Q N 39009 Products, PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON iMIS OE SIGN, POSiTiON PER OR AWINGS 160A-7. ••••MM•••� 71pine En IIIeeCed Products, c. ANYINSPEC 770N DF PLATES FOLLOWED BY (i) SHALL BE PER ANNE%A3 OF TPI;-2002 SEC.3. A SEAL ON THIS /ce // �7F,,�g DRAWING TNDICAT E5 ACCEPTANCE OF PR OFESSI DNA ENGINEERING RC SPONS[6 TY SOLELY FOR 1HE TRUSS COMPONENT ylo,/� OUR R,FAC. 1.25 5 F R 01'I PS 1950 Marley DTive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE j* -laines " 338 BUIL 'GNER P TPI 1 i ,�.,ao ,>. � y,. �1.1", t:.,, t U' _Z N 4.0t . ,;; JIB_ ;1SMIt -Z049,,,, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - C2 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Calculated horizontal deflection is 0.19" due to live load and 0.11" due IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 69 0.29 10.65 Deflection meets L/360 live and L/240 total load. BC 66 10.65 21.00 4X4= 3X5@ 3X5�i 9 9 F 6X6= 5 5 L- 0-4-10 1.5X4111 1.5X4111 0-4-10 �9-1-2 3X5 (Al) % 3X5(Al),-- L<-2-0-O-j A1),L<-2-0-0-j —10-7-12 SIF 10-7-12 _I 21-3-8 Over 2 Supports R=1130 U=705 W=3.5" R=993 U=602 W=3.5" S F' C�,�y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. E N T FL 3 E Scale =.3125" Ft. AAWARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58 �• 1 TC LL 20.0 P S F REF R 15 1-- 31043 MADISON`OWIR 53719)T FORD SAFETY I PRACTICES3 PRIORR TO PERFORMIING THESE FUNMD WTCA WO D BUS CTIONSCIL • RUNLESS OTHEERWISEICA. 300 ENTERPRISE INDICAT TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH DL 7.0 P S F DATE 06/22/05 RIGID CEILING. m BC DL 10.0 PSF DRW HCUSR151 05173167 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIT ? TATE B L L 1 0.0 P S F H C-E NG E J R/A P ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING& BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •• CONNECTOR PLATES ARE MADE OF 2011 16 (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GAL,. STEEL. APPLY • •.� O R,O� TOT.L D. 47.0 PSF S E1QN 39012 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOC ATEO ON 1NIS DESIGN, POSITION PER DR AN INGS 160A-Z. V ti.N•.• �` i ine Ell ineered Products, Rc. ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE PER ANNE% A3 OF TP f1-2002 SEC.3. A SEAL ON THIS MV P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PE SPONSIBILITY SOLELY FUR THE TRUSS f,UMPONENT /`�. D U R.FAC. 1.25 FROM PS 1950 Marley Driveuee� DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILUING IS THE RESPONSIBILITY OF THE •.AL -iai'alfic to .._w,,..133 i., BUIL 'GNER P TPI 1 - l CIN -4.01J - 1SM "- Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - C3 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: better "T" brace. 80% length of web member. Attached with 8d Box or Gun CHORD SPACING(IN OC) START(FT) END(FT) (0.113"x2.5",min.)nails @ 6" OC. TC 24 10.67 20.96 BC 47 0.29 10.65 Deflection meets L/360 live and L/240 total load. BC 74 10.65 21.29 4X4= 3X5= 3X5 (R) III LJ 3X5�i 9 F— 45--� 6X10= 5 50-4 10 1.5X4111 3X0-2-5 T T 912 3X5(Al) 3X6111 L.0 2-2-2.J E 10-8-1 E 10-7-7 �I 10-7-12 10-7-12 Le 21-3-8 Over 2 Supports R=1155 U=611 W=3.5" R=978 U=706 14=3.5" CO �y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 6t' E •. T FL/-/3/-/E/-/- Scale =.25" Ft. "'''WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 j\/,� TC LL 20.0 P S F R E F R 15 1 31044 D'ONOFRIO DR., SUITE 200. MADiSUN. WI 53719) ANO WiCA (WOOD TRUSSHESE COUNCIL OF AMERICA, 6300 ENTERPRISE LN •• TOP C11 22 HORDW SHALLI HAVE PROPERLY ATTACHED S STRUOR ICTURALOR TOP PANE'IELS AND ANDT BOTTOM CHORDNOT SHALL HAVE AT PROPERLYHER S ATTACHE� i TC DL 7.0 P S F DATE 06/22/05 RI G10 CEILING. rr *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE D • C DL 10.0 PSF DRW MCUSR151 05173169 HAII HIS GN; U ILD ALPINE TRUDSS.I .IN CINFORMANCELWITH BPIRESPONSORLFABRICANINGEVHANOONNGROSH]PPINGESINSIALLINGVBFBRACINGTOFBrRUSSE Ex •• ST BC LL 10.0 PSF HC-ENG E J R/A P DESIGN CONFORMS WITH APRL IC ADIE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALP IN .• CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/S/K) ASTM A653 GRADE d0/60 (W. K/H,S) GALV. STEEL. APPLY •••`O O,Af TOT.LD. 47.0 PSF S E Q N 39034 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1L ON60A-Z. ORM ]pine Engineered Products, nC. DRAWINGANY PECT INDIOATOS PLATES ACCEPTANCE00FDPROFf.SS1UNALSHALL ENGINEEPER PINGA I ERESPONSIBILITV00SOLELV2 5 3FOR THE TRUSSACOMPONENT S'0 D U R.FAC. 1.2 5 FROM P S 1950 Marley Drive qq4q�� DESIGN SHOWN. THE SUITABII ITV AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ., mete _.__n381o :.,z.; BUIL r GNER P PI I ., :. ,: '. .:: 4: .,� .:_. INCL 4.D1f ;. JRA. 1SM11'. . _ZD4E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - C4 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC Webs 2x4 SP #3 :W7 2x4 SP #2 N: DL-5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or Right end vertical not exposed to wind pressure. better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shim all supports to solid bearing. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 10.67 21.04 HANGER(S) = SIMPSON HUS26 FILL ALL NAIL HOLES. BC 50 0.29 10.65 NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. BC 103 10.65 19.02 REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. BC 26 18.88 21.04 4X4= 3X8= 1.5X4111 3X3= 3X5�i (A) W7 9 F ) 8-4-11 6X10= 5 5 0-4-10 1.5X4111 1.5X4111 1, 0-10-10 4 X 4--�� T 912 T 1.5X4111 2X5 (Al) % 3X3= L 2-2-2-11E 19-0-4 ,I 10-8-1 10-4-7 10-7-12 8-2-12 2 2 0 LE 21-0-8 Over 3 Supports R=1034 U=520 W=3.5" R=1048 U=823 W=3.5" R=27 U=180 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 • E •• '•� FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. � ' T C L L 20.0 P S F R E F R 1 5 1 31045 REFER TO'CSI 1-03 (BUILDING COMPONENT SAFE TV INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 • S D'ONOFR IO DR., SUITE 20%"A'BISO N, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON HO R DW SHALL HAVEO PROPERLR ErY ATT'ACH'IRA I ED STRUCTURALPPANELSI ANDNG T BOTTOMUCHORDNITI.N SHALL' HAVE AILL TPR OPERLVI ATICATED T AC HE D TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING BC DL 10.0 PSF DRW HCUSR151 05173168 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANV FAILURE TO BUILD THE •• S TE B C L L 1 0.0 P S F HC-ENG E J R/A P TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING&BRACING OF TROSSES. //�� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE j• ^ f CCNNEG TOR PLATES ARE MADE OF 20/18/16 GA IW.I/S/K) AS A153 OR AOI 40(BO (W, K/H,S) GALV. STEEL. APPLY /� • T O T..L D 47.0 P S F S E 0 N 14451 PLATES TO EACH FACE OF TRUSS AND, UNLESS OtHERWIS1 LOCATED DN THIS OE SIG N. POST TION PER DRAWINGS 160A-Z. •••�O R10•• �Ippine En ineercd Products, nc. ANY IN SPEC7ION OF PLATES FOLLOWED BY (i) SII ALL BEPER ANNEX A3 OF TPI1-2002 SEC.II A SEAL ON THIS \ •MMS DUR.FAC. 1.25 FR0M PS g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ' 1950 Marley Drive 0ISLON 5HO WN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE #;, ..,_tames zwl338 Buu CNER P {,,. ;TPI 1 .,. . __ �INW . '. 4.0 =,., J . . -1SM _Z04 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - C5 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: within 4.50 ft from roof edge, CAT II, EXP C, wind TC OL-3.5 psf, wind BC Webs 2x4 SP #3 :W3, W5 2x4 SP #2 N: DL-5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or Right end vertical not exposed to wind pressure. better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: HANGER(S) = SIMPSON HUS26 FILL ALL NAIL HOLES. CHORD SPACING(IN OC) START(FT) END(FT) NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. TC 24 10.67 21.04 REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. BC 78 0.29 21.04 5X7= 3X5= 1.5X4 III 1.5X4�� W3 W5 9 (A) (A) 8-4-11 0-4-10 T B2 +9 1-2 5X5= 3X5= 3X3= 2X4(Al) L<:2-z-z, 19-0-4 _I I 10-8-1 _I_ 10-4-7 J 21-0-8 Over 3 Supports _I R=820 U=747 R=1127 U=613 W-3.5" 80 W=3.5" S PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 .6.1'.��'EN`S�•�• Y. FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T L L 20.0 P S F REF R 1 5 1 31046 REFER TO BLSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP[ (TRUSS PIATE INSTI TUTS. 5B3 �� D'ONOFRIO DR., SUITE 200, MADISON, WI 537111 AND WTCA (WOOD TRUSSHE SE COUNCIL OF AMERICA, 6300 ENTERPRISE LN TORN DICATED MAII CH ORDW SMALL HAVE PRO PER LYETY AF P i TACHEDS STRUCTURAL PANELS PANEELSI AND T BOTTOM U CHORD N SHALL N HAVE AT PROPERLYITER I SE I ATTACHE D= T C DL 7.0 PSF DATE 06/22/05 R1GED CEILING. BC DL 10.0 PSF DRW HCUSR151 05173157 **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 FAILURE TO BUILD THE �� O B C L L 1 0.0 P S F HC-ENG E J R A P ALPINE RUSS IN CONFORMANCE WITH TPI; OR FABft7CAT[NG, HANDLING, SHIPPING, INSIAILING 8 BRACING OF TRUSSES. r / BE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPEC. BY AF BP A) AND TPI. ALPINE • /ASL f CONNECTOR PLATES ARE MADE OF 20j18J16GA (N,NJS/K) ASTM.A653 GRADE 40(60 (W, K(H,5) GAL V. STEEL. APPLY e-... I�1Oj.• T O T L D 47.0 P S F S E Q N 14455 .a n. PLATES TO EACH FACE OF TRU55 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI TITIN PER DRAWINGS I60A-Z. •M�.•.. �Ipine En ]n red Products, ne. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC3. A SEAL ON THIS `� DUR.FAC. 1.25 FROM PS 5 DRAWING INDICATES ACCEPTANCE OF PR tIFESS70N AL ENGINFIRING RESPONSIB II TTY SOLELY FOR THE TPU5S COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE {aines — 33844 autL -GNER P TPt 1 .::,,.;. : �4. ..... �.. -�. - NCS O J <-sw;.;l Ml �; Jun _Z04 :, I 4 S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - C6 ) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #3 :W3, W5 2x4 SP #2 N: DL-5,0 psf, (A) Continuous lateral bracing equally spaced on member. Or 2x4 SP #3 or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: better "T" brace. 80% length of web member. Attached with 16d Box or Gun CHORD SPACING(IN OC) START(FT) END(FT) (0.135"x3.5",min.)nails @ 6" OC. TC 24 10.50 20.96 BC 81 0.29 20.29 Deflection meets L/360 live and L/240 total load. 4X4= 3X8= 1.5X4 III T2 1.5X4 9 F_ (A) 8-3-2 W3 0-4-10 T 82 +9-1-2 2X4(Al) = 5X7= 1.5X4111 5X7(R) III Lw--2-4-3->J 10-5-15 ,I_ 10-9-9 J 21-3-8 Over 2 Supports R=1166 U=628 W=3.5" R=977 U=707 14=3.5" S F;•CO"-� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 CwY. FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. •, T C L L 20.0 P S F R E F R 1 5 1 31047 REFER TO BCSI 1-03 (BO SLD INO COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 DIONOFPIO DR., SUITE 200, MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, •C • MADISON, WI 537191FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, a T C D L 7.0 P S F DATE 06/22/05 TOP CI SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PRDPERLN ATTACHED RIGID CEILING. 1 • B C DL 10.0 PSF DRW HCUSR151 05173170 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CT C PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FUR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE v• ` OF •• B C L L 1 0.D P S F H C-ENG E J R/A P ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING&BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF SPA) AND TPI. ALPINE •� �/ T 0 T L.D. 4 70 P S F S EON 39058 CONNECTOR PLATES AAE MADE OF 20118/16GA (W,H/SJK) ASTM A653 OR 40(60 (W, N(H,S) 6AIV. STEEL. APPLY `O Rt0 ." n ,a PL ATFS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. �••tiR%0.• IpIT1C EIIgIT1ECTCCi PTOdUCtS, UC. DRAWING INDIOCAEES OF PACCEPT ISTANCETo OOFDPRDfESSIONALIENGINEERINGFRESPONAI STELL IBILITV00SOLE1Y3fOR THE TPUSSACOMPONENt S�Oa. ` D U R FAC. 1.25 FROM P S 1950 rM�arler DnVe DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE -. .<�fi es ir33944 RBIL IGNER P TPI 1 1U CIN( ,,; 4.0 t, , JI+ .,1 SM Z 041 .:., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve D1 ) Top chord 2x4 SP #1 Dense 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC Webs 2x4 SP #3 DL-5.0 psf. #1 hip supports 6-11-12 jacks with no webs. Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: better "T" brace. 80% length of web member. Attached with 16d Box or Gun CHORD SPACING(IN OC) START(FT) END(FT) (0.135"x3.5",min.)nails @ 6" OC. TC 24 6.98 19.00 BC 64 0.29 19.00 Deflection meets L/360 live and L/240 total load. 4X4= 5X7= 2X5111 9 F— (A) 5-7-7 0-4-10 +9-1-2 3X5= 1.5X4111 3X5 (61) = 3X5= X2-0-0->J I_ 6-11-12 ,I— 12-0-4 _I 19-0-0 Over 2 Supports R=1775 U=1233 W=3.5" R=1886 U=1204 W=3.5" F:•CO��, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 '•:rl�f FL 3 - E - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. •• T C L L 20.0 P S F R E F R 1 5 1 31048 REFER TO BCSI 1-03 (BpILDING COMPORENT SAFETY INFORMAi10 N), PUBLLS HED BY TPI (TRUSS PLATE INSTITUTE, 583 1 D'ONOERIO DR.. SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN.� MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PE0.FORMING THESE FUNCTIONS. UNLESS OTHERWISE INpICA7Ep�+ • ' TC DL 70 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED$ RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05173153 **IMPORTANT** FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNGINEE RE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD E ST = BC LL 10.0 P S F HC-ENG E J R A P ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING&BRACING OF TRUS S. I. : / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALP E CONNECTOR PLATES AAf MADE OF 20)18)IGG0. (W,HjS1K) ASTM Afi 53 GRADE 40(60 (W, N(H.S) GAL Y. STEEL. APPL f TOT.LD. 47.0 PSF SEQN 39098 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA LEO ON T){IS DESIGN, POST TI ON PER DRANINGS 160A-Z. •••••O RLQ• 71pineEn ii.eered PIoducts, QC. ANY INSPECTION OF PLATES fOLLOWEO BY (I) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.,. A SEAL ONTHISIOUR.FAC. 1.25 FROM PS g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY 56LEtY FOR THE TRUSS COMPONENT 1950 Marley Drive OE SIGN SHOWN. THE SUITABIt ITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE tea - 33"I 6UILt IGNER l FPI L -- -C I N '.4.Ot J S ISM ZO THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve E1 ) Top chord 2x4 SP #2 N 120 mph wind, 15.79 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 :Wl 2x8 SP #2 N: :W2, W4 2x4 SP #1 Dense: Calculated horizontal deflection is 0.28" due to live load and 0.05" due to dead load. Left end vertical not exposed to wind pressure. Max JT VERT DEFL: LL: 0.36" DL: 0.20" recommended camber 3/8" Shim all supports to solid bearing. Deflection meets L/360 live and L/240 total load. Wl 5-1-12 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 5 X 8 BC 45 0.30 18.85 18-7-0 W2 See DWG HCUSR001 02086012 for gable bracing details. 8X8s + The Building Designer is responsible for the design of Roof and Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. + W4 9 Shear Walls must provide continuous lateral restraint to Gable End. All Connections to be specified by the Building Designer. 3 X 5 3X50, + + Member to be Laterally Braced for horizontal wind loads. 7 L Bracing system to be designed and furnished by others. 5X5 B2 0-4-6 }9-1-2 + T TT 3X5(A5R) 0-b-12-0- 19-0-5 Over 2 Supports R=893 U=416 W=3.5" R=1015 U=868 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. �. CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. $•- BENS••-•- TY FL/-/3/-/E/-/- Scale =.25" Ft. `-WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 1 5 1 31049 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE, 5B3 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719) AND WTLA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L �• MADISON, WE 537191FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED ` • T C D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT ALHE br l RIGID CEILING. � BC DL 10.0 PSF DRW HCUSR151 05173159 **IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -. •r PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE . B C L L 1 0.0 P S F H C-ENG E J R/A P ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING&BRACING OF TRUSSES. f DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE -1 O R• TOT.L.D. 4 7.0 P S F SEAN 14521 CONNECTOR PLATE ARF MADE OF 20/18116GA (W,H/5j X)j ASTM AG S3 OR 40/60 (W, 11".11 GALV. STEEL, APPLY (` PLATES TO EACH FACE OF IRUSS AND. UNLESS OTHERWISE LO L A T EO ON THIS OF 5IGN, POSITION PER DRAWINGS 160A Z. •.MN 7ppine En ineered Products, nCANYINSPECTIONOF PL ALESFOLLOWFD BY (i) SHALL BE PFR ANNEX A3 OF TPIi-2002 SEC.3. A SEAL ON THIS `� UC 1950 Engineered 1Pro DRAWING INDICATES ACCEPTANCE OE PROFESSIONAL ENGINEERING RESPONSIBILIIY SOLELY FOR THE TRD SS LDMPOH ENT D U R FAC 1.25 F R O M P S Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines 33844Z _,___ _:. —A--A- un -. ,;CIN 4 Ot, J Ft, 1SM . ,,._Z04 .F THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - E2 ) Top chord 2x4 SP #2 N 120 mph wind, 15.79 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 :W1 2x8 SP #2 N: :W2 2x4 SP #2 N: Calculated horizontal deflection is 0.27" due to live load and 0.05" due Left end vertical not exposed to wind pressure. to dead load. Shim all supports to solid bearing. Max JT VERT DEFL: LL: 0.37" DL: 0.21" recommended camber 3/8" 2X5111 (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. W1 Deflection meets L/360 live and L1240 total load. 5-1-12 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (A) CHORD SPACING(IN OC) START(FT) END(FT) 5X9 BC 45 0.30 18.85 18-7-0 W2 8X8�� 9 3 X 5 3X5�� 7 L 5X5�� 0-4-6 9-1-2 T 3X5(A5R) 0-0-5, y« 0-0 —19-0-5 Over 2 Supports R=893 U=415 W=3.5" R=1015 U=869 W=3.5" F♦ CO PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7. �•aCEIV s••••. TY. FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. • T C L L 20.0 P S F R E F R 15 1 31050 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0 NOFR IO DR.. SUITE 200. MADISON, WT 53719) AND WT CA (WOOD TIT RUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN� MOP[CH O RDW SHALL[HAVEO PROPERLY ATTACHEDS STRUCTURALP PANELS[ANDNG BOTTOM CHORD SHALL HAVE ATBERWIIF PROPERLY[ATTACHED r TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING. _ \ **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE �• $� BC DL 10.0 PSF DRW HCUSR151 05173152 PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD E B C L L 1 0.0 P S F HC-ENG E J R/A P ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICAIING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUS S. w •• BE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALP E % +I�1 TOT.L D. 47.0 P S F S E O N 10151 CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/S/K).ASIM A653 GRADE 40(60 (W, KIR, S1 GAL V. STEEL. AP PL Products., PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE I.OCA TED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. •MN••• 71pine En ineeCed PLOdUCts, nC. ANY INSPECTION 4F PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SFf.3. A SEAL ON THISDUR.FAC. 1.25 FR0M PS 1950 Marley t7nVe DRAWING INDICATES ACCEPTAN CF OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT L Y DESIGN SHOWN. THE SQITABIL ITV AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE .. 'fieB ...,c,::.)' tiBUIL .._ TONER :.Sr:TPI I n.:. _.: .::. c. t�-.w _: ;a, .;,,. un r...,CIN( ..`._"4.0 J 1SM ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - E3 ) Top chord 2x6 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #2 N Webs 2x4 SP #2 N Nailing Schedule: (0.131x3.O_g_nails) Top Chord: 1 Row @ 7" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 7" O.C. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 474 PLF at 0.00 to 474 PLF at 6.54 Use equal spacing between rows and stagger nails BC From 460 PLF at 0.00 to 460 PLF at 6.54 in each row to avoid splitting. 120 mph wind, 18.58 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. 2X4111 3H=_ 2X4111 Truss must be installed as shown with top chord up. End verticals not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 9-5-14 9-5-14 CHORD SPACING(IN OC) START(FT) END(FT) BC 79 0.00 6.54 9-1-2 3 X 6 III r 3X3= 3X3= 6-6-8 Over 2 Supports R-3055 U=2436 W=3.511 R=3055 U=2436 W=3" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. E N FL/-/3/-/E/-/- Scale =.25 Ft. `*WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. ' •� T C L L 20.0 P S F R E F R151-- 3 1 0 5 1 REFER 10 BCSI I-03 (BUILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 :• .• D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IF TO' ON CHOR DW SHALLI H AVEOI 'AT I PROPERLY ATTAC HE DS 5 FRUIT URAEP P AN OE LSING ANDTHESE GO I T OM FUNCTIONS HORDSHAL L UNLESS HA V E AT PROPERLY RW�IEI ATTAC HIiC, TC D L 7.0 P S F DATE 06/22/05 RIGID CEILING. i DL 10.0 PSF DRW HCUSR151 05173155 **IMPORTANT**FDR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINES PRODUCTS,CONINC. SHALL NOT BE RESPONSIBLE SHIPPING. INSTALLING 6 BRACING OF TRUSSES.FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD : BC LL 10.0 P S F HC-ENG E J R/A P ALPINE ROSS IN FHIM' NCE WITH TPF: OR FABRICATING. HANDLING, • DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ALPINE • f O�j0� T 0 T.L D 4 7.0 P S F SEAN 101 5 7 CONNECTOR PLAIES ARE MADE OF 20116/16GA (W,HIS/K1 ASTM A653 GRADE 40/60 (W. K7H,S) GALV. STEEL. APPLY. A ` PLATES To EACH FACE OF TRUSS AND, UNlE55 OTHERNISE TO OCA TED ON THIS .11 IGN, POSITION PER DRAWINGS 160A-Z. -`_••O MM••• �` 11ne En ineered Products, C, ANY INSPECTION OF PLATES FOLLOWED BY (i) GHALL BE IF ANNEX A3 OF TP I1-2002 SEC.3. A SEAL ON THIS MVV\ D U R.FAC. 1.2 5 F R 0 M P S P g DRAWING INDICATES ACCEPTABLE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY 'OR IRE TRUSS CORPOREAL 1950 Marley I)IVe DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING. IS THE RESPONSIBILITY OF THE Haines :^, °i 338 BUIL ---IGNER P TPI I Ivs _ .w,, . . — . �.� ,Cm� ^4.0 J ISM w .ZOO THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - P1 ) Top chord 2x4 SP #2 N 120 mph wind, 21.05 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Gable end supports 8" max rake overhang. See DWG HCUSR001 02086012 for gable bracing details. Deflection meets L/360 live and L/240 total load. See DWG HCUSR001 02086006 for piggyback details Top Chord of the supporting truss, under piggyback, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: shall be braced at 24" OC, unless otherwise specified. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.97 17.33 4X4= 9 9 2X4(Al) = 2X4(Al) 0-8-3 0 3 I_ 8-5-11 _I_ 8-5-11 ,{ 18-3-11 Over 3 Supports R=13 U=180 W=5.833" R=97 PLF U=82 PLF W=16-11-5 R=13 U=180 W=5.834" Note: All Plates Are 1.5X4 Except As Shown. CO ' PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 ••1• 11 •.r1qT YX FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 �� ••� T C L L 20.0 P S F R E F R151-- 31052 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,� MADISON, W] 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAiEO� Z' D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE , BC DL 10.0 PSF DRW HCUSR 151 05173179 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD T F BC LL 10.0 P S F HC-ENG E J R/A P TRUSS IN CONE ORMA NCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING& BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE 1.• CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H)S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAL Y. STEEL'. APPLY % -•. R�O ` TOT.L D. 47.0 P S F S E Q N 77349 PLATES TO EACH FACE OT TRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION PER DRAWINGS 160A-7. ANY INSPECTION OF PLATES FOIL OWED BY (I) SHAG( BE PER ANNE% A3 OF TPI)-2002 SEC.J. A SF.AL ON THIS •MM••• IplIle En ineered Products, TIC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILtTY SOLELY FOR THE TRU55 COMPONENT N D U R FAC. 1.25 FROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE rlfi e= L- PIT 338 autL ��.rcNER P ..,�..TP � ,., IN 4.0 J ISM _ Z04t.i : THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - P2 ) Top chord 2x4 SP #2 N 120 mph wind, 21.05 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L1240 total load. See DWG HCUSR001 02086012 for gable bracing details. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: See DWG HCUSR001 02086006 for piggyback details CHORD SPACING(IN OC) START(FT) END(FT) Top Chord of the supporting truss, under piggyback, BC 120 0.97 17.33 shall be braced at 24" OC, unless otherwise specified. 4X4= 9 9 2X4(Al) = 2X4(Al) 0-8-3 0 8 3 8-5-11 ,I 8-5-11 1 18-3-11 Over 3 Supports R=16 U=180 W=5.833" R=97 PLF 0=81 PLF W=16-11 5 R=16 U=180 W=5.834" Note: All Plates Are 1.5X4 Except As Shown. CO ....me PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 E N FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFEP TO BCSI 1-D3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY [PI (TRUSS PLATE INSTITUTE, 583 ; T C L L 20.0 P S F REF R151-- 31053 D'ONOFRI0 OR., SUITE 200, MADISON, WI 57719) AND WTCA (1000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN rSS TOPA D I CHO R 0I SHALL HAVE PROPERLY A T TACHIRA IEDS STRUCTURALP PAN'RFELS AN OT BOLT OMU CHORDN SHALLN HAVE AT PROPERLY ATTACHE 19 Q TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING. -1 DL 10.0 PSF DRW HCUSR151 05173171 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINES 0 ALPINE PRODUCTS, Inc. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN. ANY FAILURI TO BUILD E : B C L L 10.0 P S F —HC-ENG E J R/A P TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING& BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nps (NATIONAL DESIGN SPEC. BY AF&PA) 1ANDAL TPI. ALPINE • O l TOT L D 4 7.0 P S F S E Q N- 77352 CONNECTOR PLATES ARE MADE OF I, IROVISI {1,OFS JK) ASTM ONAL DESIGN QO(GD (W, NJH,S) GALV. STEEL. APPLY >r= PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOC ATEA)ON THIS DESIGN, POSITION PER DRAWINGS 150A-Z. •• ` (pine Engineered Products, C. ANY INSPECTION OF PLATES FOLLOWED BY (7) SHALI BE PER ANNEX A3 OF TPII-2002 SE C.3. A SEAL ON THIS .`- /••M•N•• �` I95D Marl IhIVB pPANING INDICATES ACCFPtANCE OF PROFESSIONAL ENGINEERING RFSPUNS IBILI7Y SOLELY FOR TriE TRUSS COMPONENT Y V D U R.FAC. 1.25 FROM P S �' OESIGN SHOWN. THE SUITABILITY ANO USE OF TNIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE T-[aines 'w Fr 33544 BUIL ." "--•CHER P TPI T -- as ;; ' to _ .....: ,., IN 4.0 Jf ISM . . . Z04 ,: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada Lot 33 Paradise Presserve - P3 ) Top chord 2x4 SP #2 N 120 mph wind, 20.98 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind B.0 DL=5.0 psf. Webs 2x4 SP #3 Right end vertical not exposed to wind pressure. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. The Building Designer is responsible for the design of Roof and Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shear Walls must provide continuous lateral restraint to Gable End. CHORD SPACING(IN OC) START(FT) END(FT) All Connections to be specified by the Building Designer. BC 112 0.97 10.29 4X4= —{ 19 9 2X4(Al) 0-8-3 0-11-8 8-7-12 10-3-7 Over 2 Supports - R=97 PLF U=117 FILE W=9-7-4 R=9 U=182 W=5.833" Note: All Plates Are 1.5X4 Except As Shown. Co PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �• 6.E Alm•.� T 4 FL/-/3/-/E/-/- Scale =.375" Ft. •*WARNING•*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • t� T C L L 20.0 P S F R E F R151-- 31054 REFER TO BCOMPONENT ETY I ), PUBLISHED BY TPI (TRUSS PLATE INSTITE, 583 CSI -03 ( UILING SAFNFORMATIONTU DB1 D'ON0 FBE0 DR., SO ITE 200. MADISON, NI 53719) ANO WTCA (NaDD TRUS5 COUNCIL OF AMERICA, 6300 ENTERPRISE L No• ITOPL SON CH ORDWSHALLIHAVEO PROPIATE ERLY ATTACH EDS STRUCTURALFPANEL5TANONG TBOTTOMHESE UCHORDN SHALLNHAVE ALESS OTHER PR OPERL VI ATTACHE T C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05173162 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE • /` ALPINE PROpOCfS. INC. SHAH NOt BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IH B C L L 1 0.0 P S F H C-ENG E J R/A P TRUSS LN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 DR ACING OF TRUSSES. J. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC., BY AF&PA) AND TPI. ALPINE �♦ T CONNECTOR PLATES APE MADE OF 20118116GA (W,NJS/X) ASTM A653 GRADE 60/60 (N. KJN,S) GP,LV. STEEL. APPLY G O R�O •, T 0 T.L D. 47.0 P$F S E Q N 77355 'A LA TES TO EACH FACE OF TRUSS AND, UNLESS PILL R WISE LOCATED ON THIS DESIGN, POSITIDN PER DRAWINGS 160A-Z. Ipine Engineered Products, QC. ANY INSPECTION OF PLATES FDI LOWED BY (1) SHALT BE PER ANNEX A3 OF iP11 2002 SE C.J. A SEAL ON THIS /. ••••.•.•••��,� 1950 Marley DQVa DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THF 1POSS COMPDNFNt .V {FY►flr D U R.FAC. 1.25 FROM P S Y DESIGN SHOWN. THE SUITABILITY AN USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSEB IL IIY OF THF ,...;: `'Lawes `,tificatew .::..113 BOIL [GNER "IPI 1 �>.x. .:., ,. 1$M CIN 4.0 J ,...,;_Z04 ..;;., E0243Islamorada Lot 33 Paradise Pre serve P4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( ) Top chord 2x4 SP ##2 N 120 mph wind, 20.98 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP ##2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP ##3 Right end vertical not exposed to wind pressure. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. See DWG HCUSR001 02086012 for gable bracing details. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: See DWG HCUSR001 02086006 for piggyback details CHORD SPACING(IN OC) START(FT) END(FT) Top Chord of the supporting truss, under piggyback, BC 113 0.97 10.37 shall be braced at 24" OC, unless otherwise specified. 4X4=- 9 9 2X4(A1) 0-8-3 t 1-0-8 8-7-12 10-4-7 Over 2 Supports R=12 U=180 W=5.833" R=97 PLF U=116 PLF W=9-8 4 Note: All Plates Are 1.5X4 Except As Shown. CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 liwoE N T FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. •�f/ T C L L 20.0 P S F R E F R 1 5 1 31055 REFER TO BCSI i-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 U-CN IO DR., SUITE 00, MADISON, WI 53719IR ) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN TORMADI CHO R DW SHALL I HAVE ICE'PROPERLY ATTACHEDS STRULCTUROAL"PANELSI AN IT BOTT O MUNEILCHORO N SHALLN HAVE ATHERWISE PR OR E R LY INDICATED AT T AC NE" • 12 : TC D L 7.0 P S F DATE 06/22/05 RIGID CEILING. \ BC DL 10.0 PSF DRW HCUSR151 05173164 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED QT ALPINE PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUIIB TO ; �/■ B C L L 1 0.0 P S F HC-ENG E J R/A P TRUSS IN CONFORMANCE WITIf TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING Of TRUSSES. DESIGN CONFORMS WITH gPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE • /O�� • • T 0 T.L D 4 70 P S F S E Q N 77358 • ...OR CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GAI Y. STEEL. APPLY • •• PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION PER ORAWINGS 160A-Z. , . •R 7pine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BEPER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THISDUR.FAC. 1.25 FR0M PS g DRAWING INDICATES AC,CEPrANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COM PO x IN FOR ANY BUD D[NG IS THE RESPONSIBILITY OF THE ri3S euu . GxER PI 1 CIN(t,.e. '4.O n:.i 1fUl 1SMt— ; Z0 ,', , ( E0243 Islamorada - Lot 33 Paradise Presserve J1 2R 2L 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, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 8 0.29 0.98 0-4-109 F_ T 9-10-3 R=190 U=282 1 1-7 9-1-2 R=18 U=180 2X4(A1) L<-2-0-0-->j s» -Tn 0-11-12 Over 3 Supports R=421 U=436 W=3.5" s F• C0� PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7.1 �' ••CiEN•�•'• Y FL 3 - E Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 • • TC LL 20.0 P S F REF 8 1 5 1 31056 D'ONOFI IO DR., SUITE 200, MADISON, WE 53719) AND WiCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, No /1A� TORI CHORUWSHALLI HAVEOPROP E R LY ATTACHED STRUCTURAL TO PANELS PANEELSING ANDHESE BOTTOM CHORDS.SHALLLESS HAVE ATHERWISE PROPERLY ATTACHEICA TE D �(� T C DL 7.0 P S F DATE 06/22/05 RIGID CEILING. n **IMPORTANT**FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • j BC DL 10.0 PSF DRW HCUSR151 05173172 ALPINE PRODUCSS, THC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE T B C L L 1 0.0 P S F H C-ENG E J R/A P TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING& BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE �•�• f CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/5/N) ASTM A653 GRADE 40160 (W. N/H.S) GAILY. STEEL. APPLY v �f O O,Qf .0 T Q T.L.D. 47.0 P S F S E Q N 39085 J n PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. • T{ E/-ineered Products, n' ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF 1PI1-2002 SEC.3. A SEAL ON THIS •••�•�•••' D D R FAC. 1.25 F R O M P S pR AWING INO GATES ACCEPTANCE OF By ENGINEERING RESPONSIBILITY SOL EIY FOR THE TRll 55 COMPON[NT IU ■ 1950 A42rI(ry Drive DESIGN SHOWN. HE SUIIAOIL] Y AND 051 OT THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE L y -lain eB 339" BDIL "HER P TPI 1 :-, . ,.., N :. .: : t t t, ,. INC .,. 4.0 >E; Jft.y .'ISM _Z04 _ I-�".-'fi to r' I .., Y.,... ( E0243Islamorada Lot 33 Paradise Presserve J2 2R 2L 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, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 33 0.29 3.00 }11 4-6 R=25 U=180 rr 9 2-7-10 0-4-10 912 � R=41 U=180 2X4(Al) ��Z -2-0-0� -8_ 2-3-13 3-0-0 Over 3 Supports R=337 U=220 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.16' EIV•�''•.� FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. . ' TC L L 20.0 P S F R E F R 1 5 1 31057 REFER TO BCSI 103 (BUILD LNG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRED DR., SUITE 200, MADISON, WI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN t MADISON, WI 53719) FOR SAFETY PRACTICES PR10R TO PERFORMINf, TNESE FUNCTIONS. UNLESS OTHERWISE 'NO ICATE� �� 2 TC D L 7.0 PSF DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANG BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. _ ` * BC DL 10.0 PSF DRW HCUSR151 05173154 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEERE ' PROOUC TS, 1N[. SHALL NOT BE RESPONSIBLE FOR ANY UEVIATION FROM THIS DESIGN; ANY FAIL ORE T.BUILD TO Z ALPINE RUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING&BRACING OF TRUSSES. B C L L 1 0.0 P S F H C-ENG E J R/A P DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPEC, BY AFBPA) ANO TPI. ALPINE TOT.L D. 47.0 P S F S E 0 N 39081 CO NNE CiOR PLATES ARE MADE OF 20/IB/I6 GA (H,H/S/K) AS TH A653 GR ATH AO/60 (W. K/H,S) GAL V. STEEL. APPLY _ PLATES TO EACH FACE OF TP USS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. �•.• ff 71pine En ineered Products, nc. ANYINSPECTIONOFPLATES FOLLOWEDBYi) SHALL BE PFR ANNEX A3 OF TPI1 2002 SEC.3. ASEAL ON THISDUR.FAC. 1.25 FR0M PS g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE S P ONSIBII.ITY SOLELY FOR THE TRUSS COMPONENT V 1950 Marley Drive DESIGN SHOWN. THE SUIIABILItY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE i,y: ,mfi es 3384 Built IGNER r . :''TPE 1 U-1-CINt,. :'4.O p; Jt,, 1SMt£ _Z04 flab THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - J3 NC ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 57 0.29 5.00 }12-10-6 R=99 U=254 T 9 4-1-10 0-4-10 912 � R=87 U=180 2X4(Al) Lr--2-0-0--->J 8_ 4-3-13 �5-0-0 Over 3 Supports R=405 U=205 W=3.5" sF'•CO�� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1jre'••'•CENS••'• TY -/3/-/E/-/- Scale =.375" Ft. —WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 S C LL 20.0 PSF REF R 15 1 31058 D, Nor RIO DR., SUITE 200. MADISON, WI 53119) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN r MADISON, W! 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED No. _• C DL 7.0 P S F DATE 0 6/2 2/0 5 TOP CNO RO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED•• RIGID CEILING. DL 10.0 PSF DRW HCUSR151 05173156 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. At-PINE ENGINE ERE • •j STA PRO INC. SHALL NOT BE RLSPONSIB LE FOR ANY OEVIAT ION FROM THIS DESIGN; ANY FAILURE TO BUILD THF ALPINE TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. L 10.0 P S F HC-ENG E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nps (NATIONAL DESIGN SPEC. BY AF&PA) AND IPI. ALPINE �j A •• CONN FCTOR PLATES ARE MADF OF 20/1B)16GA IW.H/5/N) ASTM A653 GRADE 40/60 (W. K/H,S) GAIN. STEEL: APPLY ��+ •C R�O:•i` TOT-LD. 47.O P S F S E Q N- 38968 PLATES Tp EACH FACE OF TRUSS ANO. UNLESS O7HERW[SE LOCATED ON THIS DESIGN, POSITION PER pR AW IMGs L60A-Z. _``_ ••••�•n�•••I me En ineered ProdUCtS, nC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER AN NIM Al OF TP[1-2002 SE1.3. A SEAL ON THIS SOMAL' 6 D U R.FAC. 1.25 F R 0 M P S 1' I9 b43r10 EI1'ly0 DRAWING INDICATES ACC F.PTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR IHE TRUSS COMPONENT 3' 0£5IGN SHOWN. THE SUIIABILITY AND USF DF THIS COMAO NENT FOP ANY SO 11 15 THF RF SAONS1B 11111 OF THF Haines 339 BDIL IGNER TPI I ., ..,< . �.. ._ .r. E, ,. Ju CIN _ 4,0 `�,,., . Jf F 1SM _Z04�.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - J4 D45 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 4-11-8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 7.01 Deflection meets L/360 live and L/240 total load. R=166 U=240 12-10-6 6.36 F_ 4-1-4 0-4-10 912 � R=138 U=180 2X4(Al) --2-9-15 - 1 8_ 6-3-15 —7-0-2 Over 3 Supports —� R=407 U=432 W=4.2" PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7.1 E•���''••r FL 3 E - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSIALLING AND BRACING. �.� • T C L L 20.0 P S F R E F R 1 5 1 31059 REFE0. TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE, 583 O'ONOGR70 DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE EN, • '� T C D L 7.0 P S F DATE 06/22/05 MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCiIO NS. UNLESS OTHERWISE IND ICATED� TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED— RIGID CEILING. ` BC DL 10.0 PSF DRW HCUSR151 05173163 **IMPORTANT**FURNISH A COPY OF 111(5 DESIGN TO THE INSTALLATION CONIRACTOR. At PINE ENGINEERE _ •• BC LL 10 0 PSF HC-ENG EQR AP ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FABOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUI10 TO TRUSS IN CONFORMANCE WITH TPI; OR FRICATING. HANDLING. SHIPPING, INSTALLING& BRACING OF TRUSSES. �• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CON NF CTOR PLAIES ARF MgDE OF 20/18/16GA ('W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GATV. STEEL. AP'TY •'• T 0 T.L D. 47.0 P S F SE Q N 38971 PLATES TO EACH FACE OF IRDSS AND, UNLESS OT0 PW LOCATED ON THIS OCSLGN. POSITION PER ORAWINGS L60A Z. .•:O ft k (pine Engineered Products, nC, ANV INSPECTION OF PLATES FOLLOWED BY (i) SHALL BC PER ANNC% A3 OF 7PI1 2002 SE C.I. A SEAL ON THIS '� ..•. �i D U R FAC. 1.2 5 FROM P S 1950 NtBEIC}✓atVP DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT lN1I V OIOCH�•` �. 338 DESIGN SHOWN THE SUJ(ABILITY AND USF OF THIS COMPONENT FOR ANY BUILDING IS TIIE RESPONSIBILITY OF THE ri. 'scol BUIL GNPR P TPI 1 ,j, ,INC4.0 JF. ._. 1SM1 ;, ..Z04. . .:: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - J5 1R 1L ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.29 5.00 }12-10-3 R=99 U=253 r 9 4-1-7 0-4-7 9 1 2 � R=87 U=180 2X4(Al) —2-0-0-1J 8- 4-3-13 �5-0-0 Over 3 Supports R=405 U=206 W=3.5" CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. rlE Nff' • T FL 3 E Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. . TC L L 20.0 P S F R E F R 15 1 31060 REFER TO El 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHER BY TPI (TRUSS PLATE INSTI IU TE. 58 �� 0'ON OFR IO OR., SUliE 200, MADISON, WI 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 630() IN L MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE T C D L 7.D P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHEB STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. _ BC DL 10.0 PSF DRW HCUSR151 05173173 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE E OF j PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD E r /` ALPINE RUSS IN CONFORMANCE WITH TEL OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 GRACING OF TRUSSES. l BC LL 10.0 P S F HC E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AFNPA) AND TPI. ALPTNE w��� O�, �.� TOT.L D. 4 7.0 P S F S E Q N 39088 CONNECTOR PLA iES ARE MARE OF 20/1G/T66A (W,H/S/K) ASTM A653 GRADE 40 60 LW. K/H,S) GALV. STEEL. APPLY /�� PLATES TO EACH FACE OF IRH SS ANO, UNLESS OTHERWISE LOC ATEO ON THIS DESIGN, POSITION PER DRAWINGS ISO&-Z. /`�_ •�������� (pine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL DE PER ANNE% A3 OF TPI7-7.002 SEC.3. A SEAL ON 1NIS D U R.FAC. 1.2 5 FR OM PS 1950 Mule Dove DRAWL Nf. INDICATES ACCFPIANCE DF PR OT F SSIO NAL ENGINEERING RE SPO NSIBILI IY SOLELY FOR THE TRUSS COMPONENT Y DESIGN SHONN THE SUITAOIL IT' AND USE OF THIS CDMPONE NT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE eines r+^. 33844 eu u� GNER P' TPI 1 s - e w„ L u INC .,,,114.0' . �.„ JF.. . ASML ._r. Z04 . . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada — Lot 33 Paradise Presserve - J6 D45 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C. wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6-11-8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 9.84 Deflection meets L/360 live and L/240 total load. R }14-4-2=227 U=333 r 3 X 5 6.35 F 5-6-15 0-4-7 912 1.5X4111 5X5= R=453 U=180 2X4(Al L1----2-9-15-- 9-10-1 Over 3 Supports —� R=577 U=551 W=4,518" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 1;10. ENAP.O.&' FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. • C LL 20.0 P S F R E F R 15 1 31061 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE• SB3 0 D'DNDF RIO DR., SUITE 200. MADISON. W[ 53779) ANO WTCA (W000 TRUSS COUNCIL OF AMF.0.IC A, 6300 ENTERPRISE L� 1 - S MADISON. W] 53719) FOR SAFETY PRACTICES PRIOR TO PEftfIRM[NG THESE FUNCTIONS. UNLESS OTHE0.WISE INDICATE T C D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIG IO CEILING. BC DL 10.0 PSF DRW HCUSR151 05173158 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THF INSTALLATION CONTRACTOR. ALPINE ENGINEERED •� OF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OF.VIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE i ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING• SHIPPING. INSTALLING b BRACING OF TRUSSES, i-' P.�,r B C L L 1 0.0 P S F H C-ENG E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL OISIGN SPEC, BY Af BPA) AND TPI. ALPINE O CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W.H/S/R) ASTM A653 GRADE GO/60 (W. R7H.S) GAL V. STEEL. APPLY T 0 T.L D 47.0 P S F S E 0 N 39095 c f,7 1 ,a PLATES I0 EACH FACE OF TRUSS AND' UNLESS OINEPWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16DA-L. )pine Engineered}P�r,oducts, nc. ANY INSPECTION OF PLAITS FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TO I1-20" SF.C.3. A SEAL ON TIIIS DUR.FAL.. 1 25 FROM PS 1950 Marley Y3lVPi OPAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP ONSIRILIIY SOLELY FOR THE TRUSS COMpO HE '* 4 a 950 M P* ive DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FDR ANY BUILDING IS THE RESPONSIBILITY Of THE _ 7 BUIL' GNER P TPI I F _ U n , „} ZINC ,.,14.0JP. ,.:J 1SMI Z 0 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243-Islamorada -- Lot 33 Paradise Presserve - J7 NC ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.29 7.00 R=159 U=377 14-4-3 9 5-7-7 0-4-7 � R=132 U=180 9-1-2 2X4(Al) LQ-2-0-0 �7-0-0 Over 3 Supports R=488 U=211 W=3.5" s F:•CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. (f'•�•� TY FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. ••v T C L L 20.0 P S F R E F R 15 1 31062 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY iPl (TRUSS PLATE TNSTITU TE, 5B3' •• D'ONOFRIO DR., SUITE 200, MADISON, NI 537 19) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN� • MOP ICHORDWSHALLIHAVEOPROPER LY ATTAC HED SSTRU OC TUR AL P PA NEL ELSANDBO TTOMUCHORDNS.SHALL NLESS HAVE ATHERWISE PROPERL YIADT TACHED_ ' ' TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING. ' BC DL 10.0 PSF DRW HCUSR151 05173174 "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE.. ED • PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD E ALPINE RUSS IN CONFORMANCE KITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING&DO ACING OF TRUSSES. �F BC LL 10.0 P S F HC E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE % P CONNECTOR PLATES ARF MADE OF 20/IB/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STCEL. APPLY /�� •��O R� '••f TOT.L D 4 7.0 P S F S E Q N 39091 PLATES TO EACH FACE OF TRUSS AND. UNlF55 OTHERWISE LOCAIF1 ON THIS DESIGN. POS1iI0N PER DRAWINGS 160A-Z. `A_ •••�•�••• �Ipine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BV (i) SHALL BF PER ANNEX A3 OF 1111-2002 111.1. A SEAL ON THIS S'O-•�� D U R FAC. 1.2 5 FROM P S 195-0 M.1ey Dhlve DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO NSIBIL I IY SULE LY FOR THE TRUSS COMPONENT N 2121e3 r"' ,•, 33844 DESIGN SHUW N. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RCSPONSIBIL TTY OF THE AkI BUILT -.. GNER P TP1 15 un ` INC J4.0` . JR „ASMI. AZ04 fic o� (GABLES - 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN MGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L/360 ----- 3'11" 5' 3" 7'10" 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9" 7' 4" 9' 6" 11' 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" " " R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12L/180 ----- 5'11" 8' 511' 0" 11' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4" ++ REFER TO TABLE FOR BRACING REQUIREMENTS. LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. + (TYP) �1-0-0 INCLUDES MAX FASCIA ** ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are W2X4 Except As Shown. CO�/ �j �:.•••••.:��/j/�p Rl REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI STD •� HI/1/-/-/-/R/- Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRAC IN �� T C L L P S F R E F R 0 0 1 -0 REFER TO'CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE K. D'ONOFR IO DR., SUITE 200. MADISONPaA. WI 53]19) AND WTCA (WOOD TRUSSHESE COUNC II. OF AMERICA. 6300 ENTERPR E LN� RE TOPMADC HO RDW SHALL HAVE PROPERLY A T TACHED S 10 HM P A N FLSI ANDT B011OMU CHORDN SHALLN HAVE AT PROPERLYI AT CC HE� ` C DL P S F DATE 11102101 x C DL PSF DRW HCUSR001 02086015 **IMPORTANT**FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER : STATE Or PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TH r ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING&8R ACING OF TRUSSES. t B C LL P S F HC-ENG /J W C DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DC SIGN SPEC. BY AF BPA) ANO TPI. ALPINE W /�yyIO -. T 0 T.L D. 60.0 P S F S E Q N 24860 CONNECTOR PLATES ARE MADE OF 20/1'/16GA (W HFRW) AS TM A653 GRADE 40/60 (W. POSIT) GALE. STEEL. APPLV H • \ PLATES TO EACH FACE OF TRUSS ANO, UNLESS OT HE RWISF LOCATED ON THIS DESIGN, POSITION PER Dft PWINGS 160A-Z. ••.•�..•.••�• P g ANY INSPECTION OF PLATES FOLLOWED BV (SS SH AIL BE PER ANNEX A3 Of BILI.-2002 LEC.3. A SEAL ON THIS D U R.FAC 1.25 Alpine Engineered PLOdUCI$,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY IIY SOLELY FOR lHE iROSS COMPONENT mes tv FL 33844 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUIL GNER P T PI I _. 1- ,._ __-.=--_1_u.- .; :, - TNG - .0" JF, 1S9R06 ;; PAGE 1 Date : 05/03/2005 MANNING BUILDING SUPPLY LOG # : E0243A TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: Varies/12 Customer : BESTCON HOMES Job Name : Islamorada Address : 1484 LOURAL WAY Address : Lot 33 Paradise Presserve ATLANTIC BEACH 32233 Designer: PS ---------- ---------------------------------------------------- Qtyl Span I peHt I ORiHht I Description ------------------------------------------------------- 1 19 ' 211116 211"6 Kl 5 19 ' 211116 211116 K2 2 19 ' 0 ' 0 ' K3 1 19 , Of 01 K4 1 19 ' 0 ' 0 ' K5 2 PLY 1 1519"8 211116 211116 L1 5 1519118 211116 211116 L2 1 1519118 0 ' 0 ' L3 1 1519118 0 ' 0 ' L4 2 PLY 1 9 ' 1" 0 ' 0 ' M1 4 911" 0 ' 0 ' M2 3 911" 0 ' 0 ' M3 2 411" 0 ' 0 ' M4 ** Hardware Roof ** 11 HUS26 1-ply Truss Hanger ----------------------------------------------------------------------------- 30 - Trusses 11 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 30 - Total Trusses (1) > j 40 L Dl 18'8'8--- N B 8"a L CL ul z -a 0 0 L cl: 0- U 0 (1) -i (Y) M 0 0 BUILDERTOFRAME ROOF, VALLEYS MAND O.HnN NEEDED. BUILDER TO FRAME DOWN CEILINGS *zz AS NEEDED.U BUILDER TO BUILD UP WALLS TO M RICH TRUSSES AT HIGHER PLT HT. NALL WALLS SHOWN ARE LORD BEARING UNLESS NOTED OTHERWISE. SE. 0 a) CD M4 ct -0 U 0 co L Lu - ————— 0 i. m 11 0 E m 0 9) 16'11 B LLJ CE LLI m 0 co LLj z CD (,o I-A LLJ 0 0- I f JOB NO: E0243R PRGE NO: 1 OF 1 !i rr r /� t1 s-� 4 SO Alpine Engineered Products, Inc: 1990 Marley Drive Raines City,FL 33844 Is Florida Engineering Certificate of Authorization Number:567 Y} Florida Certificate of Product Approval#Fly 1999 Page I of 1 Document ID:1S05151-Z14221419$9 rz� Truss Fabricator: Manning Building Supply Job Identification: E0243A-Islamorada -- Lot 33 Paradi,se Presserve Trass'Count: 13 . Model Code: Florida Building Code 20€11 �. Truss Criteria:, ANSI TPI-1995;ANSI TPI-1995 STD FBG �►` Engineering Software; Alpine Software,Version 7.11. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 47»0 PSF 0 1.25 Duration z" Floor - Wind - 120 MPH ASCE 7-98 -Partially Enclosed Nites: Seal Dite:06/22/2005 1.{ Determination as to the suitability of these truss components for the structure is the responsibi 1 i ty o f the building designer/engi neer of -Truss Design Engineer- record, as defined in ANSI/711-1995 Section 2.2 ramcsjjr.Collins 3r. 2., The drawing date shown on this index sheet musty Florida Lia se Number.52212 r tch the date shown 1930 Marley Drive on the individual truss component drawing. Haines City,FL 33845 3.; The loads indicated on all referenced girder trusses consistent with the truss layojut provided by Manning Building Supply for the aboveentification. Loads applied-',by non-truss elements and basic load parameters are cpe irYr�e�nd approved by the EOR/building ktesigner. 4: As shown on attached drawings, thY'd'r&Wig tramper i pr`ecded 6y HCUSR151 Details: 140GC t f 77 MI i W E1d 4 ry 4 i,�xy %t7jlyf � .. +3�q"tr �F"' �z.a ,� I4 + 't7�17 (�iN�i. 0311, /7�+"I+. " n +ii�kl N.L05173192 31�71�Y�E� 7 fl7 ' ;r 11 31081--M2 0517318 12 31682--M3 051731 �a 13 31083--M4 0517319f ' awmMr. 7- �' slim out I a F . , t {` aprp n ( E0243A Islamorada Lot 33 Paradise Presserve K1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 2x4 SP #2 N 120 mph wind, 20.28 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 Dropped top chord must be braced at 24" o/c intervals. Deflection meets L/360 live and L/240 total load. See DWG HCUSR001 02086015 for gable bracing details. The Building Designer is responsible for the design of Roof and Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. Shear Walls must provide continuous lateral restraint to Gable End. All Connections to be specified by the Building Designer. 4X4=- 15 X4=5 � � 5 3X3% 3X3% 3X3 3 X 3 0-4-1 0-4-1 7_ 18 7 0 2 X 4(A1) 2X4(Al) L�-- 2-1-6->J L<-2-1-6-�J o, 7 j41i 7-11-1 7-11-1 P-11 7-}a FE 19-0-0 Over Continuous Support RI-107 PLF U=88 PLF W=19-0-0 Note: All Plates Are 1.5X4 Except As Shown. �. C0� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �GSCENS,••• •�Q FL 3 E Scale =.3125" Ft. **WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T • —TC L L 20.0 P S F R E F 8 15 1 31071 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB O'0NOFR IO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE (' 2 MADISON, WE 53719) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT� • - T C D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING. • **IMPORTANT**FURNISH A COPY OF ]HIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER BC DL 10.0 PSF DRW HCUSR151 05173188 •; TA pF J ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD T • B C L L 10.0 P S F HC-ENG R B/A P TRUSS IN CONFORMANCE WITH TPI: Oft FABRICATING, HA NO LING. SHIPPING, INSTALLING 8 BRACING HF TRVSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ,NOS, (NATIONAL DESIGN SPEC, BY AFBPgJ AND TPI. ALPINE O R, ••♦♦ TOT L D 4 7 0 P S F SEAN 14525 CONNECTOR PL A IES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GR Apt 40/60 (W, KjH.S) GAL V. ITEF1 APPLY • (� PLATES 10 EACH FACE OF TRUSS AND, UNLESS PIHERWISE LOCATED ON THIS UESIGN, ID SI PER DRAWINGS ]60A-Z. ♦ ••• MM♦•• ` 71pine Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TP 11 2002 SEC.3. A SEAL ON THIS � D U R FAC. 1.2 5 FROM P S 1950 Marley Drive ANY INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLE I.Y FOR THE TRUSS COMPONENT arDe3 r'�'Fr 33844 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RCSPONSI OIL I TY OF THE >; BpILP .. .... NLR P„ ..,� TPI 1 �...� �.,. .: L— un ; -�° - 4.0' = ' JR-- �: .1SOF- 214 ..:.._ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve - K2 ) Top chord 2x4 SP #2 N 120 mph wind, 20.44 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 47 0.29 6.63 BC 78 6.63 12.96 BC 69 12.96 18.71 5X7= 1.5X4111 1.5X4111 5 F-- 5 0-4-10-4-1 5X9= 041 1 3 T 18-7-0 3X5(Al) 5X5= ( ) ' 2X4(A1) L<-2-1-6—>j �2-1-6-�,J 1, 9-6-0 ,I, 9-6-0 I� 6-7-8 6-4-0 T 6-0-8 19-0-0 Over 2 Supports R=1019 U=842 14=3.5" R=1019 U=841 W=3.5" SF:•couy .••'' E N•••. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. $. '•• TY FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 31072 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MA BE 50 N, WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERNO I CAT E PRISE MAD TOP ISBN' WE HAL LTNA VE PR PROP PREY AR SAFETY TACH ED PRACTICES ST RUCT UR ALP PA NOE lSIANDNG IB011HESE0MUCHONCTRDN SNAL L UNLESS HA VE AT PROPER LY WE S IATTACNE TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING. C • BC DL 10.0 PSF DRW HCUSR151 05173199 F**IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. At PINE ENGINEERED •� ST PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE . BC LL 10.0 P S F HC-ENG E J R/A P ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, 7N ST ALLING B BRACING OF TRUSSES. ^ DESIGN CONFORMS WITH APPt ICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE • ^ f CONNECTOR PLATES ARE MADE OF 20/]e/I6GA (N,HjS/K) ASTM A553 GP.ADF 40/60 (W, K/H.S) fALY. SiCEL. APPLY •.•�ORM �%••• TOT.L D 4 70 P S F S E OWN,{ 14531 PLAT FS TO TIOEA C FACE OF TRUSS AND. UNLF SS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160 A Z. v •••• D U R.FAC. 1.25 F R 01'1 P S �Ipine-Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 8E PER ANNEX A3 OF BIL 2002 SEC.3. A SEAL ON THIS ' AL 1950 MarleyI)[Ive DRAWING IND If ATES AC CE PTANCF OF PROFESSIONAL ENGINFFRING NE SPl1NSI8IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWNfie . THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS HE RESPONSIBILITY OF IN, INC ,: 40 J R , l S Mf Z 0 5 _..: aEaes�':'-. r•, 33844 Bun, - cNFR P - IPI 1 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve - K3 ) Top chord 2x4 SP #2 N 120 mph wind, 20.90 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 42 0.29 6.63 BC 74 6.63 12.96 BC 64 12.96 18.71 5X7= 1.5X4111 1.5X4111 5 F— 5 0-4-1 5X9— 0-4-1 18-7-0 5X5= 3X6(Al) % 2X4(Al) IE 9-6-0 ,I, 9-6-0 ,I ( 6-7-8 1 6-4-0 6-0-8 19-0-0 Over 2 Supports '1 R=893 U=724 W=3.5" R=893 U=722 W=3.5" COLO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. b'•• E• NUT 2 FL - 3 E Scale —WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • � T C L L 20.0 P S F R E F R 1 5 1 31073 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN • No. �w MOPI CHORDWSHALLI HAVE PROP E R LY ATTAC HE D PRACTICESSAFETY ST RU O1 TO C T UR AL PERFORMING P A N E L SAN IF OO TTOMHESE U IN O GO S HALLNLESS HAVE OATHERWISE PROPERLY AIIACTE�• � ` 1. T C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. Z DL 10.0 PSF DRW HCUSR151 05173193 **IMPORTANT**FURNISH A COPY OF TH IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEFRE `�� OF • ALPINE RUSSCT NIN CONFORMANCELWIIII BP7RESPONSOftIFABRICAANY TINGFVNANO�'NGROSHIPPINGM THIS ESINSTALLINGY&FBRACINGTOFBTRUSSESIID THF T F •• B C L L 1 0.0 P S F H C-ENG E J R/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF8PA7 AND IPI. ALPINE TOT.L D. 47.0 P S F SE Q N 14565 CONNECTOR PLATES ARE MADE OF 20/1 B/16 GA (W,E"/N) ASTM 1653 GRADE 40/60 (W. N/H,S7 GAL V. STEEL. APPLY ••• L Q�••• ,a PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A Z. •:O R, •• 71pine Eo IRCCTCd PLOdllCI6, IIC. ANYN" "ION OF PL ATFS TOLLOWED BY (1) SHALL BE PER ANNEX A3 OF tell-2002 SEC.3. A SEAL ON THIS 1Ig DRAWING INDICATES ACCEPTANCE OF PROFESSION AI ENGINEEPING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONCRT ' a, �\ D U R.FAC. 1.25 FROM P S 1950 Marley Drive OE SIGN SNOHN. THE SUITABILITY AND USE OF IH IS COMPONENI FUR ANY BUILDING I5 THE RESPONSIBILITY OF THE '/sv 37Iles r""11 33844 UBUILf GNER P— TPI 1 fitc , — . — — _ JR1SMFZ05 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve K4 ) Top chord 2x4 SP #2 N 120 mph wind, 20.90 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #3 DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 60 0.29 18.71 4X4= 1.5 X 4 X4=1.5X4 1.5X4% 5 F— 15 0-4-1 0-4-1 +18-7-0 3X8= 2X4(Al) = 2X4(Al) I 9-6-0 I 9-6-0 _I 19-0-0 Over 2 Supports R=893 U=723 W-3.5" R=893 U=723 W=3.5" S . co PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. .E•• ESS•'•% T FL/-/3/-/E/-/- Scale =.375" Ft. `*WARNING—TRUSSES REDOIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. •v T C L L 2 0.0 P S F R E F R 15 1 31074 REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INF ORMA170N), PUBLISHED BV TPI (TRDSS PLATE IRS TITUTE, SB3 �' D'ONOFRIO DR., SUITE 200. MADISON, WI 537197 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN= MADISON. OR CHORD SHALL I HAVE PROPERLY AR S TTACHEDS STRUCTURALP PANIN FELS ANDNO BOTTOM CHORD SHALL HAVE AIESS T PROPERLYNDICAT ATTACHEI= • • TC DL 7.0 P S F DATE 06/22/05 RIGID CEILING. i BC DL 10.0 PSF DRW HCUSR151 05173194 "IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER •� STA ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T ••� B C L L 10.0 P S F HC-ENG E J R/A P TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING 01 TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIDNS OF NDS (NAT GAL DESIGN SPEC. BY AF&PA) ANO TPI. ALPINE .. /�4 O R,�� s T D T L D 47.0 P S F S EON– 14568 CONNECTOR PL A IES ARE MADE OF 20/18/16 GA (W.H/S/K) AS A683 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY PLATES 10 EACH FACE OF TRU S5 AND. DNI.E SS OEDERW ISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. .�• pine En ineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER AN NFX A3 DF TP 11 2002 SEC.3. A SEAL ON 1HIS P 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON5IBII.TEY SOLELY FOR THE TRUSS COMPONENT /O�A� DER.FAC. 1.2 5 FROM P S 1950r,. GT 338 DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE f1 a L 1 BOILP••^ .. Gr„ :..c: TPr.. F u 'fines �P JR",- ; 1SMF" "IZ05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve - K5 2 PLY ) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 Nailing Schedule: (0.13lx3.0_g_-nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 12" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 19.00 Use equal spacing between rows and stagger nails BC From 40 PLF at 0.00 to 40 PLF at 19.00 in each row to avoid splitting. BC 427 LB Conc. Load at 10.94, 12.94, 14.94, 16.94 120 mph wind, 20.90 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC CHORD SPACING(IN OC) START(FT) END(FT) DL=5.0 psf. BC 106 0.29 18.71 Deflection meets L/360 live and L/240 total load. 4X4=- 1.5 X 4 X4=1.5X4 1.5X4% 5 f --1 5 0-4-1 0-4-1 �18-7-0 3X8= 2X4(Al) = 2X4(Al) 9-6-0 I 9-6-0 _I 19-0-0 Over 2 Supports 'I R=1335 U=1150 W=3.5" R=2158 U=1923 W=3.5" S F:•CO��y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.Jac s •OT 1 FL 3 E Scale -WARNING"*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. • T C L L 2 0.0 P S F R E F R 1 5 1 31075 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B No. D'ONOFRIO DR., SUITE 200. MAOISO N, WI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND IC AT {�• TC OL 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC RIGID CEILING. DL 10.0 PSF DRW HCUSR151 05173195 x*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG[NEERE •. ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH]S DESIGN; ANY FAILURE 10 BUILD TH TA E �.� g C L L 1 0.0 PSF HC-ENG E J R/A P TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING& BRACING OF TRUSSES. j DESIGN CONFORMS WL TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BV AFBPA) AND TPI. ALPINE • O R1O.P••• CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40760 (W, K/H,S) GALV. STEEL. APPLY TOT.L.D. 4 7.0 P S F S EON 14571 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOC ATEB ON THIS DESIGN, POSI TIUN PER DRAWINGS I61A-Z. •MM••� 7pine Engineered Products, nC. ANY INSPECT TON OF PLATES FU LL OWED BY (i) SHALL BE PER ANNE% A3 OF TPIt 2002 SEC.3. A SE AI ON THIS NAL 1950 Mare 1h1Ve DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 'OryAt � D U R.FAC. 1.25 FROM P S Marley DESIGN SHOWN THE SU IT AB IL IIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE _ rine,('•«.cT 33844 euuc " GNER ri. P1 1 r - U fii L __. � _ —_ -'i— :�,. ` ING . . 4.0' JR1SMF. Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve - L1 ) Top chord 2x4 SP #2 N 120 mph wind, 20.42 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. Dropped top chord must be braced at 24" o/c intervals. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: See DWG HCUSR001 02086015 for gable bracing details. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.29 15.50 The Building Designer is responsible for the design of Roof and Ceiling Diaphragms, Gable End Shear Walls, Supporting Shear Walls. Shear Walls must provide continuous lateral restraint to Gable End. All Connections to be specified by the Building Designer. 4X4=- 7 X4=7 F- 3X311 7 3 X 3--�-, 3X3% 3X3--,- 0-4-5 0-4-5 1870 2X4(Al) 2X4(Al) L---2-1-6----�!-J '2-1-6--�-J TINA 0 10 5 0 I� �_ 6-6 10 _I_ 6 6-10 _L LE 15-9-8 Over Continuous Support J R=110 PLF U=90 PLF W=15-9-8 Note: All Plates Are 1.5X4 Except As Shown. 0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 C� Y. FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �v T C L L 2 0.0 P S F R E F R 1 5 1 31076 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 _ D'ONDER IO DR., SUITE 200. MADISON. W1 53719) AND NTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN. • '� '2 •: NDICAI ED MOPIC HHORDW SHALL H AVE PROPERLY AIT TTACHE DSS I R U CTIIRALPP AN EL SI ANDT BO T TO MUCH O R DN S HAL LN HA V E ALESS T PR OPERLYHERWISE I ATTTACHED� T C DL 7 0 P S F DATE 06/22/05 RIGID CEILING. x BC DL 10.0 PSF DRW HCUSR151 05173196 *PRPY OF OD CTS. INC. SHALL NOTSH BE RESPONSIBLETHIS FOR ANY THE DEVIATION FROM THIS DESIGN;DESIGN;OR ANY FAILUREALPITO BUILDS THE • S �F .• ALPINE RUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF 1RUSSES. �% t• B C L L 1 0.0 P S F H C-ENG E J R/A P DESIGN CONIODMS WITH APPLICABLE PROVISIONS(IF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE -�`O R1D.•` TOT.L D 47 0 P S F S E Q N- 14546 CONNECTOR PL AT IS ARE MADE OF 20/18j 16GA (W,H/S/K) ASTM A653 GRApF 40/60 (W, K/H,S) GAL.V. STEEL. APPLY PLATES TO EACH fAC1 OF TRUSS ANO. ONLESS OTHERWISE LOCATED ON 1HIS OES[GN. POSITION PER UR AW INGS 160A Z. _nA •.•�•�•.-• Vpi.neEngmeered IX1OdI1C15, nC. CIA INSPECTION OF PLATES FOLLOWED BY (i) SHALL Bf PFR ANNE% A3 OF TP11-2002.Sfl.:3. A SF At ON IRIS S�O�I f� DUR.FAC. 1.25 FROM PS 19550 Marley Drive DRAWING INDICATES AC CEPfANCE OF PR QFISSIDNAL ENGINEERING RESPO NS[B II IIY SOLELY FOR THE TRUSS COMPO NENI VV 31tlCS CIN FT� I" D111 IN SI1OWN THE SOITAD ILITY ANO USE OF THIS C0MPONFNT FOR ANY BUILDING IS THE RFSPONS1B1u TY OF THE i8ca a BNILD,N. GNER PF wuc, P, 1 SF' u n I N G 0 JR L SMR JZ05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve - L2 ) Top chord 2x4 SP #1 Dense 120 mph wind, 20.59 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.29 15.50 4X4=- 7 X4=7 � 7 0-4-5 0-4-5 18-7-0 1.5X4111 2X4(Al) = 2X4(Al) L---2-1-6--->J L<--2-1-6--->J I 7-10-12 _L 7-10-12 J 15-9-8 Over 2 Supports 'I R=869 U=716 W=3.5" R=869 U=716 W=3.5" S COIft - PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. �•i •��� T C L L 20.0 P S F R E F R 1 5 1 31077 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ` •. D'ONOFR70 DR., SUITE 200, MADISON. WI 53719) ANO WTCA (WING TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN.. N T C D L 7.0 P S F DATE 06/22/05 MAOI SON. WI 5371 9) FOR SAFETY PRACTICES PR IOft 10 PERFORMING TILE SE FUNCTIONS. UNLESS OTHERWISE INOICATED� TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F BC DL 10.0 PSF DR W HCUSR151 05173192 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER 7. 5T r ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 11115 DESIGN: ANY FAILURE TO BUIID iH B C L L 10.0 P S F HC-ENG E J R/A P Tft USS IN CO NF ORMANCF WITH TR1: OR FAPR ICAItNG. HANDLING, SHIPPING, INSTALLLNG 8 BRACING OF TRUSSES. DESIGN CONFORMS WI1H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) ANp TPI. ALPINE ••�•��O RTOT.L D. 4 7.0 P S F S E O N 14549 CONNECTOR PLATES ARF MADE OF 20118116GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY PLATES 10 EACH FACE OF TRUA5 AND, HN'FSS OTHERWISE LOCA IED ON 1lt15 DESIGN, POSITION PER DRAWINGS 160A-Z. •�•MN••••' 71pine En ineered Products, ne. ANY INSPECTION OF PATES FOLLOWED BY (i) SHALI BE PER ANNEX A3 Of TOIL ?002 SEC.3. ASEA, ONTHIg DRAWING INDICATES ACCFPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBTLITV SOLELY "' THE TRO" COMPONENT D U R.FAC 1.25 FROM P S I95D resCU Marley th1Ve DESIGN SHOWN THE SUITABILITY AND I15F OF THIS CO MP ONE NI FOR ANY BUILD LNG IS THE RFSPONSIBILIIY OF THE •ry• Y C:«.Fr. 3844 BUILD '- _.N xFR PL PI 1 sF U ING 0" JR;; SMR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada -- Lot 33 Paradise Presserve L3 ) Top chord 2x4 SP #1 Dense 120 mph wind, 21.25 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #3 DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 103 0.29 15.50 4X4=- 7 X4=7 7 0-4-5 0-4-5 -L —L 1.5X4111 —F18-7-0 2X4(Al) = 2X4(Al) 7-10-12 ,I_ 7-10-12 _I 15-9-8 Over 2 Supports R=742 U=597 W=3.5" R=742 U=597 W=3.5" S F,•CO•- PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. SFr • •• v T C L L 20.0 P S F R E F R 1 5 1 31078 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR„ SUITE 200. MADISON, WI 53719) AND NiCA (WOOD lG TRUSS C11 OUNCIL OF AMERICA, 6300 ENTERPRISE 1E •ICATED N MO PIC HO R DW SHALL HAVEO PROPERLY ATTACHEDS STRUOCTURALPPANELSIAND T ROTE OMU CHORD SHALLN HAVE AT PROPERLY ADTTACHED ` • 2 TC C D L 7.0 P S F DATE 06/22/05 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05173197 —IMPORTANT— PROD PORTA NC.�*SH ARNISH NO TA EOPY Of THIS RESPONSIBLE FOR ANYO THE DEVIATIONT FROMT THN SC DES IGNT OR ANY FAILUREALPIN iO BU[L DER HE ALPINE IRU55 IN CONFORMANCE WITH IPI: OR FABRTCAIING. HANDLING. SNIPPING. INSTALLING&BRACING OF TRUSSES. �E BC LL 10.0 P S F HC-ENG E J R/A P DESIGN CONFORM5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •• •� TOT.LD. 47.0 P S F S E Q N 14552 CONNECTOR PLATES ARE MADE OF 20/IB/1611 (W.H/S/K) ASTM A653 GRADE 40/60 IW, K/H.1) GAL V. STEEL. APPLY ••�O�l Of ff PLATES IO EACN FACE OF TRUSS AN B. UNLESS OIL RW LOCATED ON IHIS DESIGN, POSITION PER URAW IN GS 160A-Z. • ` •• ` pine Engineered Products, nc. DRAWING.ANY PINDICCATEES OF PACCEPTANCELATES LIOFOPROFFSSIONAtLENGINEERINGFRPER A N' yESPONSIBILITY00SOLELY3FUR THE IRUSSACOMPONENT 5N THIS1/1 � D U R.FAC. 1.25 F ROM PS 1950 Marley Drive DE5IGN SHOWN. THE SIIITABII ITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPONSIBII ITY OF THE (1S/ Ines C: 3844 BunD"--. wFR PL I t sr- — � __ - ING , .0" JRI SMR . . 05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada — Lot 33 Paradise Presserve - L4 2 PLY ) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 Nailing Schedule: (0.131x3.0_g_nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 8" o.c. ------(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 15.79 Use equal spacing between rows and stagger nails BC From 40 PLF at 0.00 to 40 PLF at 15.79 in each row to avoid splitting. BC 427 LB Conc. Load at 1.73, 3.73, 5.73, 7.73, 9.73 11.73, 13.73 120 mph wind, 21.25 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL=5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.29 15.50 Deflection meets L/360 live and L/240 total load. 4X4=- 7 X4=7 F 7 0-4- 5 0-4-5 7- 7 18-7-0 3X8111 2X4(Al) = 2X4(Al) L 7-10-12 _L 7-10-12 ,J de 15-9-8 Over 2 Supports R=2269 U=1608 W=3.5" t R=xr2204 U=1565 W=3.5" cJsaw PLT •: PLT TYPO. Wave TPI Design Crit: TPI-1995 STD FBC 7. E ••� 1 FL/-/3/--/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. • %v TC LL 20.0 P S F R E F 8 15 1 31079 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA,ESS 06300 ENTERPRISE L TIO PI CHORD SHALL HAVE PROPERLY ATTACHEDS STRUCTTURALPRIOR 0 P PANEEERT LSI ANDNG T BOTTOMHE U CHORDRCEN SHALLS. N HAVE AT PROPERLYHERWISE AD T ACH� � T C D L 7.0 P S F DATE 06/22/05 RIGID CFIL ING. BC DL 10.0 PSF DRW HCUSR151 05173198 **IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS c ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOP. ANY DIVIATIDN FROM THIS DESIGN: ANY FAILURE TO BUILD TO TE B C L L 1 0.0 P S F H C-E NG E J R/A P TRUSS IN CONFORMANCE WITH Tpl: OR IABRIC ATING, HANDLING, SHIPPING. INSTALLING IS BRACING OF TRUSSES. BE ION CONFORMS WI1H TO PROVISIONS OF NOS (N ATIONAI DESIGN SPEC. By AFf PA) AND TP1. ALPINE J. CONNECTOR PLAITS ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY ,��R10 0 T 0 T.LD. 47.0 P S F S E O N 14562 ��,,11 ,a PtATEG TO EA LH FACE OF TRUSS AND, UNL F.SS DI HERWISE LDCA{ED ON THIS DES N. POS I'TO tON PER DRAWINGS 160 A-2. _ Enggineered Pmroducts, nc. ANY INSPECTION OF PLATES FOLLOWEp BY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SEC,.3A SEAL ON THIS (� • ••••• •�pine 1950 Marley DIIVC DRAWING INDICATES ACCFPI FOL OWED OF PROFCS SIGNAL ENGINES RING Rk SPONS'EL ITY SOL ELV FOR THE TRUSS COMPONENT D U R FAC. 1.25 FROM PS e9 CIW.('L. 3g� DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE a tef, BD1LB1 ._t= ," , SF _ _ _ ING 0" JRC ,#SMR JZO5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0243A-Islamorada — Lot 33 Paradise Presserve M1 ) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 22.12 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind 8C Webs 2x4 SP #3 DL-5.0 psf. Left end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) ENO(FT) Deflection meets L/360 live and L/240 total load. BC 109 0.00 9.08 4X4=- 9 X4=9 4X4�i 9 T2 3-9-10 5X5o� T 1-2-2 18-7-0 1.5X4111 3X8= 1.5X4111 I, 2-9-8 _1_ 6-3-8LE _I 9-1-0 Over 2 Supports R=100 PLF U=132 PLF W=3-9-8 R=95 PLF U=36 PLF 14=5-0-0 s�• C0 ,........ut- qi PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. -e ��N FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. '. T C L L 20.0 P S F R E F R151-- 31080 REFER TO BLSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 .• O'pNOITT 0 DR— SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRVSS CSE OUNCIL OF AMERICA, 6300 ENTERPRISE MADISONATI O PL HO R DW SHALL HAVEO PROPERLY ATIACHEDS STRUCTURALP PANERTELS ANDT BOTTOMU CHORD SHALL HAVE AT PROPERLY ADTTACHEZ TC DL 7.0 P S F DATE 06/22/05 RIGID CE IL IN6. "1 BC DL 10.0 PSF DRW HCUSR151 05173200 **IMPORTANT*'FURNISH A COSY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN GINEERFa '. PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DFSIGN: ANY FAILURE TO BUILD THE . B C L L 1 0.0 P S F H C-ENG EJ R J A P ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRIC AiING. HANDLING. SH/PPING. 1N STALLING 8 BRACING OF TRUSSES, r DESIGN CONFORMS WITH MA E(01 20 PROVISIONS OF NOS (NATIONAL OESIGN SPEC. BY AFBPA) AN TPI. ALPINE •� .O R% op'* TOT.L D. 47.0 P S F S E Q N 14485 CONNECTOR PLATES ARE MADE OF 20/18/16f,A (W.H/S/K) ASTM A653 GRADE d0/fi0 (W. K/H,S) GAL Y. STEFt. APPLY i� _,F ,i PLATES TO EACH FACE OF 1RUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA Z. •..MN.N• , '1 1 IRC EngineeCCd Products, j1C, ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS DER R.FAC. 1.25 F R Q M P S P DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAI ENGTNELRING RE S P LINSIBII ITY SOLELY FOR THE TRUSS COMPONENT I. Marley DESIGN SHOWN. IME SUITABILITY AND USE OF THIS COMPONENT FOR ANY RUILOING IS THE RFSPONS1BIf FTY OF THE 'i"C,v.FL 33 844 Bu uDlur,orc xI� eR PeR ANSI i;.tpl i sEr 2 ;; ': ,. ` n•,: LNG Uo — — .0" JRC._._ SMR" '.. 05 . ; ( E0243A-Islamorada Lot 33 Paradise Presserve M2 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, 22.12 ft mean hgt, ASCE 7-98, PART. ENC, bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC Webs 2x4 SP #3 DL=5.0 psf. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. HANGER(S) = SIMPSON HUS26 FILL ALL NAIL HOLES. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. CHORD SPACING(IN OC) START(FT) END(FT) REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. BC 109 0.00 9.08 4X4= 9 F 4X4�i 9 T2 3-9-10 5X5�� T 1-2-2 18-7-0 1.5X4111 3X8= 1.5X4111 I, 2-9-8 _1_ 6-3-8 ,! 9-1-0 Over 2 Supports R=427 U=401 R=427 U=279 F• CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. B••�'1 ••���'•� FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • • v T C L L 20.0 P S F R E F R 1 5 1 31081 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF RID DR., So 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L i MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE • T C D L 7.0 P S F DATE 06/22/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UC T U RAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPFREY ATTACHE�. RIGID CEILING. • * BC DL 10.0 PSF DRW HCUSR151 05173189 **IMPORTANT*i0 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER" � � ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO RULED TH ATE j g C L L 1 0.Q P$F H C-ENG E J R/A P TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HAN BL ING. SHIPPING. INSTALLING&BRACING OF TRUSSES. . • DESIGN CONFUR MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF6P A) AND TPI. ALPINE �� f CONNECTOR PLATES ARE MADE OF 20/18/16GA IW,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GAIV. STEEL. APPLY ••L O O..- � + TOT.L D. 47.0 P S F S E Q N 14555 PLATES TD EACH FACF OF TRES5 AND, UNLESS OIHERWI SE LOCATED ON THIS DESIGN, PUSI LION PER DRAWINGS 16DA Z. .••���•�. (pine Enginecred Products, nc. ANY INSPECTION OF PLATES FOLLOW"'BY (i) SHALL BE PER ANNEX Al Of TPII-2002 SEC.3. A SEAL ON THIS � D U R FAC. 1.25 F R 0 M P$ 19 D Marley Drive DRAWING INDICAIES ACCEPTANCE OF PFOFE 5 SIGNA1 ENGINEERING RESPONSIBILITY SOLELY TOR THE TRHSS COMPONENT Y nines Ciro.FT, 33844 DESIGN SHOWN THC SUITABILITY ANO USE 0f TH15 COMPONENT FOR ANY BUILDING IS 111E RESPONSIBIL IIY OF THF tion BUILU�'+r nrS NEE PER d... PI 1 Sf u --- < _rING 0" JR--1 SMR"" z05 E0243A Islamorada - lot 33 Paradise Presserve - M3 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, 22.12 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC OL=3.5 psf, wind BC Webs 2x4 SP #3 DL=5.0 psf. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. HANGER(S) = SIMPSON HUS26 FILL ALL NAIL HOLES. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. CHORD SPACING(IN OC) START(FT) END(FT) REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. BC 109 0.00 9.08 4X4= 9 4 X 4 41 9 T2 3-9-10 5X5�� T 1-2-2 18-7-0 3X8= 1.5X4111 1.5X4111 1, 2-9-8 ,1_ 6-3-8 _1 9-1-0 Over 2 Supports R=427 U=401 W=3.5" R=427 U=279 �s•F:'E�<<�Ns PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �•b1�►r NS'••• T FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. % 20.0 P S F R E F R 15 1 31082 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY 1'PI (TRUSS PLATE INSTITUTE, 583 No Sn O'ONOFft IO DR., SUITE 200, MAD[SON, WI 53719) AND"" (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L TER O PI CHO R OW SHALL]H AVE PR O PERLY ATTACHED S STRUCCTURALPP ANOELSI AND]BOTTOMIF CHO R ON SHALLLESS HA VE AOTHERWISE PROPERLY]ADTTAATE� • TC DL 7.0 PSF DATE 06/22/05 RIGID CEILING. w BC DL 10.0 PSF DRW HCUSR151 05173190 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE' •� SSTA • TO RODS SC IN CO N F O RM A N C EL WIT H BPIRFSPONS ORL FA RIC ATIN G. HA NOLNNGRO SHIPPING'S INSTALLING BRAC I NGT OFB TRUDSSES. • ALPINE C LL 10.0 PSF HC ENG EJR/AP DESIGN CONFORMS W 11 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE • O RAVE'• f.ONNE CTOR PLATES ARE MADE OF 20/IB/I6G, (W,H/S/K) ASTM A65] GRADE 40/60 (W. K/H,S) GAL V. ST EFI.. APPLY /{w/�' • 0 T L D 4 7 0 P S F S EON 14559 ..,a n PLATES TO EACH FACE OF TRUSS ANp, UNtE SS O1N'R WISE LOCA T'D ON "'IS DCSIGN. POSITION PER ORAWINGS I6OA-Z. \ •••••••MN•••• �Ipine Engineered Products, [jc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX Al OF TPII-2002 SE1.3. A SEAL ON THIS 1950 Marley Drive OR AWi RFS,INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINFFRING RE SPO NSIBILItY SOLFIY FOR THC TRUSS COM PONTO T YY es C1ri.FL 33844 DESIGN I OWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF 1HL O BUILDINf,DFS NER PFR ANSI/ PI 1 SCf 2 n E0243A Islamorada Lot 33 Paradise Presserve M4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( ) : Top chord 2x4 SP #2 N 120 mph wind, 23.43 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #3 End verticals not exposed to wind pressure. Calculated horizontal deflection is 0.23" due to live load and 0.03" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 49 0.00 4.08 4X4= 9 9 4X40 1.5X4111 4-11-2 3-9-10 18-7-0 3X5= 1.5X4111 1.5X4111 1-3-8 1— 2-9-8 _1_ ,I F_4-1-0 Over 2 Supports_{ R=192 U=26110 W=3.5" R=192 U=180 W=3.5" F:••CO�AA,, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 E•••••'••.*WI 1&Z FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. •• T C L L 20.0 P S F R E F R151-- 31083 REFER TO BCST I-03 LBO TIDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 513 D'ONOF RIO DR., SUITE 200. MADISON, WT 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMER ICA. 6300 ENTERPRISE LNC MOPICHORbWSH ALLIH AV EOPROPERLV ATTACHEUSSTRUOCIURALPPAN OE LSIANDTBOTTOMUC HORONSHALLNHAVE ATPROP ER LYIAOICATETT ACH Ef O.5 Z T C D L 7.0 P$F DATE 06/22/05 RIGID CEILING. Z # BC DL 10.0 PSF DRW HCUSR151 05173191 -IMPORTANT-FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE T T B C L L 10.0 P S F HC-ENG E J R/A P TRU55 IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BR ACT NO OF TRUSSES. • •• DESIGN CONFORMS WITH APPLICABLE OR OF NDS (NAIIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •• T O T.L D. 4 7,0 P S F S E Q N 1 4 4 9 6 CONNECTOR PLATES ARE MADE OF 20/1B/166A (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAL V, STEEL. APPLY P �,i i� PLAIFS TO EACH FACE OF 'PUSS ABC, UNLESS OIHI1W111 IOCATED ON IH15 DESIGN, POSITION IN URAWI NGS 160A-Z. ��O R�D'.•• 71pine Engineered Products, ne. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHAH BE PER ANNEX A3 OF TP11 2002 SEC.3. A SEAL ON THIS •• '••M�•� �\ . 1950 Marley Drive DRAWING INDTCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIIIIY SOEEID U R FAC. 1.25 F ROM P$ .Y TOR THE TRUSS COMPONENT , lues CIN,FL 3XVOf5(G1 SIf0THE SUIFAB111 AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE # TLDTxr;n", FR PLR ­1"' s ca n F HL (GABLES - 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL;5.0 PSF, WIND BCDL=5.0 PST. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L1360 ----- 3' 1" 4' 2" 6' 3" B' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L/360 ----- 3'11" 5' 3" 7'10" 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4 9" 7' 4" 9' 6" 11' 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" " R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5'11" 8' 5 11' 0" 11' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4" ++ REFER TO TABLE FOR * BRACING REQUIREMENTS. LADDER W/ TRUSSES @ STEPS @ 24" OC. 24" O.C. 11-0-0 + (TYP) INCLUDES FASCIA MAX ** ri *� ALT. GABLE SHAPES: Over Continuous Support U=280 PLF ** Note: All Plates Are W2X4 Except As Shown. s E.••�i��� R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI STD �.•'• HI/1/-/-/-/R/- Scale =.375" Ft. '*WARNING"`TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. •. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SO T C L L P S F R E F R001--O D'O NOFRiO DR., SUITE 200, MADISON, W. 537.9) All WTCA (14000 TRUSS COUNCIL Of AMERICA. 6300 ENTER .. LNC C •. MADISON, WI 537]9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DIDERWISE IND ATEO O.5 T C DL P S F DATE 11/02/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT. HAVE A PROPERLY AT AC HEBr * ; * C DL PSF DRW HCUSR001 02086015 "tI HPGRTANT*'f FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE[NE ENGINEER • • (` ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY UFVIATION FROM THIS DESIGN; ANY FAILVRI TO BUILD TH i ST OF B C L L PSF F H C-ENG J W C TRUSS IN CONFORMANCE WITH iP1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING E BRACING Of TRUSSES. � DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE *.06W1221200 •� T 0 T L D 6 00 PSF S E Q N 24860 CUNNECIOR PLATES ARE MADE OF 20)18/16GA (W.H/S/K) ASTM ATED GRADE 40/60 (W, K/H,S) GALY, STEEL. APPLY A 1. ANY PLATINSPECTION ES BOF CA CPLATE SE OF RFOLLOW OSS DEO BYN(I)SS IALLRBESPER OA NNE% A3 OF T TP IDIS 2002 SOC.3.ON PER OA "A'SON60THIS ••' ORI 1� \ Alpine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y.\' ` D U R,FAC, 1,2 5 Hain es City FL 33844 DESIGN G IN SHOWN. NFR THE HICIIABILITl D USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF IHE SE — — l— _. l _ I1.aFF F�. _ 0" JRE- S9Pt06 ! r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031701 Date 12/02/05 Property Address . . . . . 711 PARADISE LN Tenant nbr, name . . . . . . INSTALL POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 32578 Owner Contractor ------------------------ ------------------------ BESTCON, INC. SWIMCRAFT POOLS 1992 KINGSLEY AVENUE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7946 ----- ----------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 245 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 32578 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - --------- ---------- Permit Fee Total 245 . 00 245 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 245 .00 245 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT ° , 800 Seminole Road oe Atlantic Beach,Florida 32233 �f (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0,5-31701 Property Address: 71 1 Pon-d (- '� Lae) e) Applicant: naW,044 Project: T yf&--Q. C ( Tool This permit application has been: Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By:� LL� /Date: l 30 G d 5 Date Contractor Notified: CITY OF ATLANTIC BEACH s� POOL PERMIT APPLICATION Date: :�1 Job Address: PaAC, -t1* —Phone: Owner: ]� c��, ' � � . C Contractor:,., , 'A (�D c ")Qt � / ; Phone: Ci C[-Cr Address: ICiC L I o.ci ld e=�—Le. Fax: 3 -7, L l City : qtr; 119L j � �.[2. State: PC_- Zip Code: 33U1 Valuation of Proposed Construction: 3t-,-7 K Gallons: *Impervious Surface Calculation: ._5,F • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide off information as pnproariate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m, or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS 'WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845. http://www.ei.atlantic-beach.fl.us RP.vined 1104 I hereby certify that all infornull i i s application is correct. Signature of Owner: Date: f ' I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: ��� ' AS TO OWNER Sworn to and subscribed before me this / day of State of Florida,County of Duval Notary's Sign 5n-- own t ��� JOE M.HOLDER ❑ Produced Identification ;aY"' `, MEXPIRESCOMMISSION OctoberD16,20071 a Type of Identification P �' Ba*d Tm Notary Public under Avs AS TO CONTRACTOR: /�f Sworn to and subscribed before me this day of / ��['1);� >z°i21 ,20 Of State of Florida,County of Duval Notary's Signature: 2i}' Personally known �..�.....�. 11 Y P'•, PAMELA 0.TURNER [l Produced Identification ': MY COMMISSION k DD 429673 ;• a: EXPIRES: l '.� September 14,2009 Type of Identification Produced ' Baidad fire Notsry Public undennNers 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us Revised 1104 NOTICE OF COMMENCEMENT (Prepare in Duplicate) To Whom It May Concern:: The undersigned hereby informs you that improvements will be made to certain real property and in accordance with Section 713.13 of the Florida Statues, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property: Loi 3�f 4-��a�A Q ��-d��o sL ac)a(c'"�7 , fir-. 3l C- 1 General description of improvements: S Pob 1 Owner: n 1 � Address: ✓�,Ji� PinIt' (ltAFL3aa Owner's interest in site of the improvement: St ►^n uv Fee Simple Title Holder (if other than owner): Name: Address: Contractor: Swimcraft Pools, Inc., CPCO56950 / CPCO56951 Address: 1992 Kingsley Avenue, Orange Park, FL 32073 Surety (if any): Address: Name of person within the State of Florida desginated by owner upon whom notices or other documents may be served: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.00,(2) (b), Florida Statutes. (Fill in at Owner's option). Name: Address: �� Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT F ord 800 Seminole Road oerr v� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: �1 CYl �-1' �' `e =P-c Project: � G I This pe application has been: Approved Reviewed and the following items need attention: Please re-submit your ap ca i7 when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION R} Date: Job Address: Owner: ��� i�r�� � I�-c_ Phone: �. Contractor:-. ,�1 7c' '� c II A 1_( ac Phone: _ :+ )i/! 1 , Address. Cry. 1! Fax: City . � c'—'- e State: f C_ Zip Code: Valuation of Proposed Construction: c _�S�' Gallons: ` *Impervious Surface Calculation: • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? i If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide Ull information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2, Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845+ http://www.ci.atlantic-beach.fl.us RPviseA 3104 POOL • DepthPool Dimensions Max.length 13 Max width 11 Perimeter feet 41 Square feet 92 GPM :1 Turnover Rate Gallons XXXXX Electrical Pruette/Koehler -- • Pool Equipment Pump Filter • Cartridge Leveler Yes Lighting Fiber Optic Sanitation No Aqua—Rite Yes • - . . • . . . Cleaner: Infloor/Robot Reinforcement Rebar size 3/8"w/7 Irons Piping Returns 3w/2" • • • �� • . . pipe • • pipe Vacuum lineYes Waterline 6"x 6" Cap tile 4"dbl bullnose "� • Tile Inside finish Everbrite/Blue Sea Accessories - - V�ys1�+ +'Asa>1�i�����+�� r+�����������a-�� . board . Slide 1:11;1;1 Diving ♦+1f1+♦♦+♦rt♦11ri111+111114a1rf1af1111+1 •i+ili+i+a+s+hili+i+i+s+ilsli+s+sic+s+s+i+s+i#s+r+i+ili+i+i+i+i+i+ili+i+i+i+i+i+ . . Pool cover No COVERED •11!!x1+la♦♦♦♦a+ril+rill{r/1/1♦♦+rf+trial 1111+f++++`•`++1+•4i++++1+a1+i+++i+1+++++•i4+++++++`+++1+++i+f+1+1+++1+`+1+14++`1 - - 144 +f+1111s`�iiis+s`s+f+O�11+1+i+Oi+i+i+Of+i+�O+s`s+i+►+iii+s`i�ifili+i+il++s`i • •1111!!++a+cliff+4li+{1+ill+++1+1111*+1+1+if+f1++1+1f+1+1++i/11411+1f+1+1++f1++4. •+,•+jai+j+i+i+f+a+l+++l�lllf++41+1111+a+++i1+11111+11+1!11+i+fl++r+1f+++iffl++l4aDecking Sq. Ft. ►11+1+1+l+liflf+rl/t++11+1111+!++1x11+!111x1++1+ai/11+�+1+1+111 111+1if+a+al0, 1+{`f+11111+ai{fl1111`+i+i+�i`++1+1f1`!`al{1111+all+l+i+1+1x1++i+i{`ii+`a+1+4i+1f . •" ♦+♦111111+1srf11+faar1f+11+1♦1r1♦+f11{i♦ •1fif1+1ls1r+if+lr/r+siaal+rfl♦N11++11r1 Color: Pattern: 10111111+10iii�`OOH+iii100iiiiiii+i+ii++aii+ii�isliii0ii++i�iif++Oifafiii ♦aa41ti1a++ra11r+11f+111♦1i+1rr11a+r1f+1 ►1♦++♦+♦♦♦♦+♦1♦++♦1a♦1111x1♦♦111♦++♦1x111 Border:: . •' Shape: •1t+1+i/1++1+111+1i/i+i++1111+a+111141/+/1t+t+l/i+i+l*1ta+111111+++1f++++l++lila iii+ilali+l+1111x/1111f+aisfa`iisiififli+siiii+a+liiilai1a1f1+1a1sfi+i`iliiifs s'+� a v��+4 i 1 �+L4'�f4 +4 JPs*is�i s i'ciOr+`i+iiilO�fiO+i10D�OLO++al�lsiOrii+i0l+i+fi+O�+ii�`�iil0�liiifiColor: Pattern: +1•+•`•i♦f•+{+1+•4111+11111111111lalaf`+ilil/11!`!11,•/11s+`+/+i/1111`1+�•1f11111+/ifif11if1/i+11ia+11111/1111+11111/1firla/f++ialal/if++++ir+111++++`+1111 +i+i'i`i+aisliiifs+i+iia+i+1111+4lai+a+! 1141,i4ifsia`i4iii`iiilsiiii/1141{4{41'•1+iii+i`i`iisiiaa4i`i`ifils++`11141+1411+filiialaliri/i`i`i`a�isl�a�+sa�1Shape: rrriflila++far♦♦++Pala+♦r♦♦1r111ar♦a1+r1♦♦i♦♦111x1♦++♦111♦♦♦♦♦rt/1f 1♦+f♦♦1f+♦ •+++11141+/i+1111111++i++1++ili+l1x1111!ai+l+i+illi'+il+i+f+1111++++i+111+++`!1+a1+1+111`1+11+t+411+1111+tf1++ • . - �i1+l1111iiiaiail'►1+1a/i/a/11111+ili+11111111+1i+ili/a1a1/1+1iii1+1sfi1+1411+i1+1111+i1a1+1+1ifi1+1.1.1.+s1.1.1♦+a1+111♦1i1.1{+a1.1iai1.1.1.+1111.+.111.1Fit Color Pattern: ♦11if4i1f 11+1f{{allairiaaf♦♦a♦a/latri1a11f111/14++1/a/ifala/f 1111+f♦♦1111111♦ 1`ia+ii`+f+l+1+141+`+`t`+1+`car++4141+i++++`lifla+iil1f11aa1+i+i++fa++111++4r4a+111++11+11+114+4++111+++1111+11414++1`i4++�4fifi14++1aa++11`!`+4l+aififil �r1fa{4++•1r+`1+i+1x414`4`i`11+`+`+l+f++fa+a+f+`+r+a+l+a+l+r+11`11+`+111+1+a+`+`+++111111111+l+i+1111`1`x111+++`11111111111++i+il4f+r`1++++11114r1a44ir+1 1f1f1i+`a`1i+i+`+i+iali`aia/11111+r`x1111+a+11111111x1r`x111a`+1f+f`iralfOlr`!`+`rifi11a1+1f1ii+11111+af+fl+-11+04-IMMUl++fit+l+r+!1111+f1+++111#1a+1 -• • • • • . deck raf♦♦♦r♦♦♦♦♦♦f/11♦♦1♦11♦♦1♦+rr♦♦♦♦f1♦++♦♦♦i+llrrfl!♦+♦♦♦aar♦♦♦liir♦f/11/1111♦ �a1+1r11111i+14141/1/1+r1+4x1141/111/1+141111+1a+11x11/rlrii1t1a1a1r+f1114ia1rrr41+r411f114r1+++4x111+1111/1tf1a14t1if111a+�tiiilrll1f1f111/11+1a1f1r+alt 111!141`1`1!111+1`1114111/11111`1+ilia .. Specifications !i/l/11111!i+i+1411+1+1+1i+111111111li+i+i+i4+4rOiiii+ili`i`i0li+iii/11111!1+1111+4i+i/i�i11414i11i�1r41+1i�1O� 90 01000f1�+00is/�1�l�l�l�l�l�lll�la �f1�1+ii`+4s+i`i4i`i1+11414i�ili+s+141111+1i+111`14+++/r1r1s`i1a1a1siilsl11111+11x1+11411i+i1+1+1i+i+i1a4a1a1a1a1a4a1a1s+i1+`s+ila4i+sliii+iiiii`i1i+i`ia * • Drain Yes �i1i{+1+111x`11111+i1r1a1a1r1a1i+i1a1ii11a1i+{+1411a1i +`+slsl�l�l�asl�l�lsl�l�l+l�l�+�a�l�l�ll/�lsl�l�lsl�lslsl�/sl�ll ♦1r♦1+r♦r+♦111♦r1a♦♦fllrrra♦+♦♦♦♦♦t♦♦1i♦r1♦1111♦11♦111♦11111!1♦1♦+1♦♦♦+♦♦+♦1a111 . Blower Yes ♦1r♦tf♦rriicar+l♦♦t1♦x111+♦t♦+♦1x11♦♦1111♦♦1♦1♦+♦!x111!!♦♦♦♦1111♦+1141♦+11111 r+l+lii+141t4O0t1O+1++1+1`t/ri+4l1f++1D++1111a1+++1+`O1OiOr4f4+1+O4f1f4Pr101i1O1+41++10111`!`11140014l1a11iO1iailit`411+0441111/1111+111+1 _ Controller 01+1+11111+'+14`4++`+11111+a1`+`a`1111111`+`�i11ia+1�4+`iai1i41+i1r4i1i`i`iii`14011111`1!111!1`11110111114+li`i40t4iiili`1ii1i`a10i`i`i4i`i` 411111 N 1f♦♦{1141x1!111411 111111+1+11411♦♦11x11+111♦♦1t♦♦1+i+111♦♦111111{♦♦all+i+r1 : • • Spillway -• �i`ili+ili`iii4+4i+i+iii+i/1111111+i+14111+i/i+i`i1a/i+i4i+i1+1+1s+iii1+14+iii/41+1+1+111+4�+�i14si�+�i�+i+silai+�+fid+s+lliir1r1�41+11111+14�ia1�lifafi� Glass x1111+f+111+�1jliii+i+jtjaiij+l+i+t+l{1+111++i+fatx1111!alalii111411/111r41111111a1ia1/1/1.1111+11111411/1/11111111111111!alalalil11111/11i111alalilil111 •1+1t/1`i`41+11+t1t/t/1/1fi1••1/1/l/fift/if1++1+1111+t++/1111111///i1•x41111/ilil11411111111111/f/1t04111i11ta1fil11i11i/a/+1+11114++1+111+f+f+il/1+1x4+• Revision, +ifi144+1`111+14+i4aa/rfal11111111/1+`•Y+14/4rif+f111a+rirf+141+/+++llalilrf/1111//1/1111141lrla11111riff1111f11i+111+/+1111111+111+!1//111+1/1/1+1111 ♦114♦♦++♦if 11111♦f1+♦1•rr11a11!♦♦111111111111+111111111{ift1a11a14aai{♦11♦♦11 `aifi1411a1a+�a114i`1`i`11411`1114+1+`+1111++1+`+`11+`+++1+1+i++1`11111+1/f111a1++rir1111+1111+1+11101+111411/1141ii1110r+111++`4iaarl+`111`++1114141`1 r♦at1!♦+♦11111!1♦1111+♦{1111111♦11x11♦♦t♦♦1la11+1♦♦111!!11{♦♦111!11111111♦1t♦ ++141++++1++f+41+11111111+ri+4f+a+l4fl+++r`++Oa1a+1i+411+11+111,•1`+11+11141+r++1111114++x41411111+/alr/rlall111i1111//111+/111/1/11+/+1111/rl//alrf� x11114{4{+11111+j+l+l�lli+l+irlrl+4+lrir ri+1+111x1111!+1tla1+4111111+/I11ia+altililiit1111fi11t141a11a{1{tilflilalala1i/1111{ifilltlil1141i fif{11/141/1 f� Revision:Date ♦f♦+♦111111111♦♦11x1+1♦1x1411+♦f♦11x14{f1r♦x11411+111♦♦♦i1♦41♦♦1111♦♦♦♦♦+++x+• Date Mcraft rf♦♦111♦♦4♦♦t♦r+1♦xltl♦1♦{1111♦♦1♦♦1♦♦t♦+♦+♦11111111♦+++141+114♦i1x♦♦♦♦1111♦+ r`4`1101+101+Lii`i+i/i+ilii'''+1116`11110111+1!111+ili`i+il+li+111!1/i+i+'fill!+li+i+i40a1iii+i4+liii+i+i+�100i+�+i+i40i+O�+Oi+il�i�ii+�+1100 Pools Ph• 1 . • by: . • for: Bestcon Homes, • ' Parad / Kingsley �� •• • Park FL 32073 91 Joe Susan 11123120053207 ues��'a... ;a1►v.�.. vral10 gp0 a�6�sa0 �Qa9 1 - u w0pl d LIZ£ ;ao}Pau��satl `a�asaad auo� Sala 00d cSaU�°� s,00A ( Agog dwnd°1 enc �eM uo 0 wo�� ew 1010 Z gd�d pnd TRIPLE MYRTLE c G� D� 3 !win AT"W1WW orn, m $QAW RC""PROROf v TACL . 0 CPN P �EPS� 11pfce ,C0 NGE .n v rr.r�p ity of AdaMk Bleach �O �•�� rsHj$r� Manning and ZW" D"WW"t (� N� r v a(O C� '(j pproval verwas 00n1pNanea arm applicable �pn ubdivlslon and other local land 1�� btry ve regulations, Out don not oonsiltuts ssp rows he issuance of permits. Compliance aetea#of> r applicable tic \S Fedvb Beach sign of prior the NwMna a ntic Q ���� Q / 'V ori Buliding'� �4 �o� A �.. tiDevoloofthent 0" e LOT W ; r1 4 3 �•/ "ISLAMORADA" �O N 2—CAR O •�L � (�y'> GARAGE RIGHT .� G S _ \ _ `(1a F.F. ELEV.=9.60 0. 7.5* JEA EASEMENT 9 d4}`�0. N.O. i•� v q 42 (40) Doors and windows openir toool area will have VW `�g p 'Walarms per safety code. �► CENTERLINE OF 15 PRIVATE DRAINAGE EASEMENT Screen.enclosure, alarms, lock r�melt safety code TYPE "C" DRAINAGE PREPARED BY. ICOR: 9ESMON_ INC. ,rLARSON ANN ASSOCIATES. INC. DATE. s��ie x� Zoos. PROKSWONAL SURVEYORS & MAPPERS 1643 NALGO AVE. JACKSONN.1d R., JZYv% 111i SCALE: 1'=20' (004) 396-2623 LN Na 1 ion Received Time Sep . 28 . 2 : 17PM 1 ` A FLORID POOL & SPA ASSOCIATION GFa National Spa&Pool Institute Builders List as of May 2, 2005 MEMBER NO. COMPANY NAME 071073 Advantage Pools 061205 AD Around Pool Designs, Inc. 512876 Monarch Custom Pools Inc. 001696 A ua ool of Jacksonville Inc. 214724 Viking Pools of Jai Inc. 001490 Atlas Pools 179897 Bullard Pools Inc. 215947 Fantasy Pools of North Rorida,Inc. 061010 Crystal Pools& S as lave. 215950 A& S Construction 215898 BiR Blue Pools Inc. 070309 Eagle Pools Inc. 001492 Florida Bonded Master Pools Inc. 203320 Gihie.Pools 195124 H&H of Jacksonville Inc. 183618 Majestic Pools of gmae Par Inc. 003010 Martin Pools& Sas 212578 Pablo Pools. Inc. 203286 Parker Pools,Inc. 005294 Pelican Pools Inc. 041.866 Pools bJahn Clarkson Inc, 12580 Poolworks Plus Inc. 001494Portofino Pools 214707 Plaime Pools 044230 Stanley Pools Inc. 214727 Sunburst Pools 001500 Surfside Pools * Sas * Service 008290 Wmcraft Pools 209615 Swimming Pool Specialist,Inc. 003009 The Batts Compny,Inc. 001,501 pools by Marlene ' 212573 Water Planet Pool Com an 009143 P —Paddock, LLC Pert TloN�iL 2811,D Tamriami Trail, Charlotte,FL 339$2 SPA&POOL Tel(941)764-6774.Toll Free(800)569-NSP1 0'Coll Free Fax(800)279.1729 IHBTITUTE 11/29/2005 11:57 FAX 9042726811 SWINCRAFT POOLS 2001 1992 Kingsley Avenue I Orange Park,FL 32073 Swimcraft • s ols, Inc. Phone:904272-7948 Fax:904-2724811 Fwc To: Shirley,Atlantic Beach Bldg. Dept. From: Pam Turner Fa w. 247-5845 Date•. November 29,2005 Phone: 247-5800 Pages: Re: Requested Information CC: O Urgent ❑For Review O Please Comment O Please Reply tJ Please Recycle •Comments: RE: Permit application for--- 711 Paradise Lane,Atlantic Beach Impervious surface calculation(house including pool deck): 42.96 Also attached is our occupational license,workman's comp, and liability. 1. THIS SAFETY VACUUM RELIEF SYSTEM 15 A Li g i NON—MECHANICAL VENT SYSTEM THAT HILL LIMIT THE tD ° [) TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM w F�w OF 4.5 INCHES OF MERCURY. Z z 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION APPROVED SWIMMING POOL & SPA RELIEF SHOULD ENTRAPMENT OCCUR. DUAL MAIN DRAIN ATMOSPHERIC VENT (SVRS) 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED COMPLIANT WITH SECTION 424.2.6.6, FLORIDA BUILDING NTH A COVER THAT COMPLIES NTH ANSI/ASME A112,19.8 4. ALL MANUFACTURED SUMPS SHALL COMPLY WITH CODE FOR RESIDENTIAL APPLICATIONS. ANSI/ASME A112.19.8. IF A FIELD—BUILT SUMP IS USED, 0 ITS CONSTRUCTION SHALL COMPLY WITH THE MINIMUM DIMENSIONS srfOWN IN flcuRE t. ENTRAPMENT AVOIDANCE 5. THE VELOCITY ON THE SUCTION SIDE OF THE I Figure 1 VENT PIPE ANALYSIS—MAXIMUM LENGTH00' CIRCULATION SYSTEM SHALL NOT EXCEED SIX(6)FPS, � 'T 6. CHECK VALVES CANNOT BE INSTALLED ON THE FIELD BUILT SUMPS t\ h 00 PIPE SIZES AVERAGE VELOCITY VENT PIPE MAXIMUM SUCTION SYSTEM. Minimum Size(Typicall INCHES FLOW GPM FT, PER SEC. SIZE LENGTH FT. Lt' 7. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A 0=Inside Diameter of Pipe 2" 60 5,74 1 1/2" 32 CTT Ln QUALIFIED,LICENSED SiMMMING POOL PROFESSIONAL " LU QT 8. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL 21 2" 100 6.7 1 1 2" 54 Z LENGTH OF THE MAIN DRAIN LINE. I i.SDI L1—n 1.51DM1a 2 1/2" 110 7.37 1 1/2" 60 CL LI- 9. VENT OPENING MUST BE COVERED NTH HIRE MESH " 135 6 " SCREEN TO PREVENT INSECTS,DEBRIS COLLECTION AND BACTERIA. D D 3" 145 6.29 1 1 2" 79 10.LABEL VENT. POOL SAFETY DEVICE—DO NOT HANDLE -- 175 7.19 95 59 D A 4" 325 8.19 1 1/2" 177 S'I� $ U s14it1 (2)90'BENDS This analysis Is based upon maintaining the length of pipe below the operating level of the pool, Z A TEE vertical and horizontal, to vacate within 3 seconds based on the size of the pump and the T% averse flow rate. Due to the hydraulic adient caused b the um andpiping, the vent line 9 Y 9r Y pump Lr) Ira should be located as close to the tee at the dual main drain, as possible with a maximum CT1 I distance of 12'. W Q O Uj i1.SDEVIrI 1.5DF' Z Q rrT �(1) SID'BEND r,�x wIT .-- 1 This document is the Intellectual property of HCE and cannot be reproduced in whole or part rA w D '/ p _ II without the expressed written approval of HCE. This document is not valid without the seal of �' J Jason W.Rice,P.E. COURTESY OF: W Z LL --- LU MAIN DRAIN C D Z MAX. — W Q . W POOL n \ N d 0 I 1-1/2'VENT LINE_r MAIN DRAIN 0 Ln Z Ln 1 L W \ Z >Y O SAFETY VACUUM RELEASE SYSTEM (SVRS) _ "u HORNER W CONSULTING ENGINEERS, INC. Z W DATE REVISION APPROVED DRAWN BY: JWR I- REUSE OF DOCUMENTS TMS DOCNOMENT AND THE IDEAS Z AND DESIGNS INp HEREIN,AS AN INSTRUMENT of CHECKED BY: JWR PR TFESSIOIJAL SERNCES,IS THE N'O71 ETT DF HOIDiEq CONSULTRIG DATE:1—1 1—D5 w '11GINEERS ANp IS NOT TO DE USED Z IN i1HOLE OR Ni PART,FOR ANY Q OTHER PROJECT gITH011T THE WRITTEN AUTHO'�"AT10N OF Hall.. J SON W.RIClo,P,E. HCE#n In T COi�SlIL11NG ENGINEERS I Ircnicc City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 25, 2008 Contractor: Bestcon Address: 711 Paradise Lane, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 05-31374 DA 7L STETLER BUILDING OFFICIAL Building, \ f 1 Planning & yi } Zoning ` Inspection CITY OF ATLANTIC BEACH DepartmentCERTIFICATE OF OCCUPANCY WORKSHEET D to Requested: `�• b ontractor Name: Permit #: 1374 Property Address: 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 [-j Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fir ept. Public Works 01 Planning Dept. Building Dept. Final Survey with FFE ❑ Yes No All Re-Inspect Fees Paid Yes ❑ No ,W24-2008(TRJ) 17:41 Deborah Taylor, Atty. (FAX)904384W2 P.001/001 MAP SHOM P—i BOUNDARY SM?V'—Y OF LOT 33 AS SHOWN 'ON MAP OF PARAWNT PRESERVE AS RECORDER IN PLAT BOOK 57. PAGIM 31 THROUGH 31C OF THE CURRENT PU@WC RECORDS OF DUVAL COUNTY, FLORIDA. BFAWNC R� BEARING SHOWN ON RIGHT-OW-WAY UNE HERON IS TK SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROMTY SURVEM HEREON APPEARS TO UC W1TNN FLOOD ZONE 'X'AS SCALED FROM THE FLOOD WSURANCE RATE MAPS. COMMUNITY PANEL NO. 120075--0001D. DATED 4-t7-49. r�F_",r r Trn LEGEND: WRITNEY LEE HELL • FouND I/2'dROd,'(ut ".,OLD REPUBLIC NATIONAL TITLE o SET 1/2"Imo"AD IT4) LAW OFFICE OF DEBORAH TAYLOR " MCHT OF WAY PC PONT OF CURVATURE 5N\P PT. AViT of YANOUXY �p BPI. BULDm FA37 I ym UNE .�$. CH OfM asrANMft SEC�O� 6P5� L ARC LPWTHRCP ---SD $TMIM I3M+AOC PRC lo LPN . SNP 11E Z 5� `' Z �6o \ LOT 33'\ �s \Q <0 POND4k /,'¢ , O \ O W13 �,T. r� S FxAwr lee PIC �. Q ♦�jlrjr�rc7� ` :a N— A. f` Rf6•50 <pr 3 �x � •' Qi Jb �Q AL vEY —zoos. NO AS No Br SYMB04 I HEREBY CERTIFY 1HAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION MEET'S THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 91017-C FLORIDA ADU11lNSTRA7IVE CODE(1'VRSUANT TO SECTION 472.027, FLMOA STATUTES AND FURTHER CERTIFY THAT THERE ARE NO NSIBLE ENCROACHMENTS UPON TME SUELIECT PROPERTY CEPT AS SHOWN. - suavEY�D NOVEWV 23 2005 txAMM A� ASSOdA7E . PRdRSS10NAL SURVEYORS&MAPPERS SCALE: T'=20' - 1c4.T wuoo AW—,wac: FL.3=7 (Ws)3N-2W LB P 1"4 FIELD BOOK: 719 PACE: 35 ' CLAr . F1ELD 600K: 730 PACE: 74 ft.l FTOfADA C�pscTA�Lan�A.rR.R�..,.y,piwTy.F1NnL SURKY NOT'VMO W*mr ammos A 9;*~S S!'AL FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Apr. 06 2005 07:09RM P2 Off � � t� to MAP SHOPPING PLOT PLAN OF LOT 33 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED 1N PIAT BOOK , PAGES THROUGH OF THE CURRENT PUBLIC RECORDS OF 0UVA1 COUNTY, FLORIDA. BEARING REFERENCE: SEARING SHOWN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENRONEO PLAT. OXVA71ONS ARE SHOWN THUS 13.0 AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. NOTE THE PROPERTY SURVEYED HEREON APPEARS TO UC WITHIN FLOOD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL N0, LEGEND: OAK HICKORY �? TWIN OAK SWEET GUM 0 LIVE OAK MAGNOLIA w PINE 1 8 aECAw P,u.0 �C'�\Og iurla,Le cAMPNa4 nF 5,1 G� 2 TWIN YYRILE TALLOW �� r A,v TRIPLE 1IYRTIE ,�Ep 5p�� v�'P SN�p 2 citya�ZoWadi nitPlanning.; s a 'val verifies 00M004t»VAO ubdivision and other toed land t regulations, but dots Rd M* tft the issuance of permits. Omp"we" a uiiding Code and all 0lflsr W110" nd Federal permmug•Tmqulremsltb �•� �,r r f d by si nature of the City of Aftnft t a .h Idir: C"" ai prior to the iawanesa of• o N� gaLi . , �tri�dir�� Pe ,r,i (17')i Apprc*", ''�y'. � 0 i;nit eve opine Ik' Q4 kzz fill sv "ISLAMQRADA if f I GARAGE RIGHT \ j LOT 33 -- VACANT S lsc'�� Page 1 of 1 Graham Shirley From: Walker, Chris Sent: Thursday, April 12, 2007 2:54 PM To: Graham Shirley Subject: CO's for Paradise Lane I called Reagan and iformed her of what needed to be done. 4/12/2007 BESTCON Homes CONSTRUCTION ¢ & FINISH STANDARDS as of 2/28/2005 FAR -DISE P R E S E R V E • STRUCTURE • Foundation 16E]X10D Concrete Footing(1-story)207 X107 (2-story) • Stem Wall 3-Block High - 80 CMU Block • Slab 40 3000 psi Concrete w/fiber reinforcement • Patio Slab On Grade- 40 X 87 x 107 • Water Supply -❑D CPVC Pipe • Waste Water PVC Drain Pipe to Sewer • Framing(walls) 2x4, 26, & 2x8 SYP/SPF/PT Wood Framing • Framing(roof) Pre-engineered Trusses & Structural Lumber • Floor Sheathing (where applicable)00 T&G Plywood Sub Flooring • Wall Sheathing 1/160 Oriented Strand Board (OSB) • Roof&eathing 7/16D Oriented Strand Board (OSB) • Roof Underlays,ed #15 AspNft Innvegnated Paper, • Shingles 25 0 Year Arc',#deatural • Roof Vents 6D Pre-Painted Off Ridge Roof.Vents • Roof Edge Pre-painted 26ga Alum to Match Roof • Fascia & Soffit Aluminum/Vinyl Pre-painted • Porch Ceiling Vinyl 0 Pre-painted • Windows Double Glazed Aluminum Single Hung w/screen • Window Muntins (all sides) - 3 Over 1 or 9 Lite(Wellington) • Exterior Doors (excluding entry) - Metal Per Plan & Location • Entry Door 6-Panel Fiberglass • Siding HARDIE Cementious Lap • Exterior Trim 5/4X Cedar • Stucco Textured Stucco Foundation • Stone As Required Per Plan • HVAC 12 S.E.E.R.TRANE or Equivalent per Energy Calculations • Garage Door(s) Carriage Style - Metal 26 ga. Painted, Un-Insulated • Garage Door Glass Option • Attic Storage (when possible) Up to 4 0 sheets OSB BESTCON Homes ❑ STANDARDS - For❑ Paradise Preserve as of 2/28/2005 • FLOORING &TILE • Foyer Tile - Standard Grade • Kitchen Tile - Standard Grade • Breakfast Area Tile - Standard Grade • Family Room Carpet❑ Cape Coral or Cottonwood • Dining Room Carpet - Cape Coral or Cottonwood • Living Room Carpet- Cape Coral or Cottonwood • Bath Rooms Tile - Standard Grade • Utility Tile - Standard Grade • Bed Rooms Carpet- Cape Coral or Cottonwood • Office Carpet - Cape Coral or Cottonwood • Porch Concrete❑Trowel Smooth Finish • Garage Concrete❑Trowel Smooth Finish • Lanai Concrete❑Trowel Smooth Finish • Carpet Pad 7/16'❑ 6 Ib • Shower Area Walls 5❑ x 8❑ Designer Tile • PLUMBING - MASTER BATH • Master Vanity Faucet KOHLER - Chrome Devonshire-n Spread • Master Lavatory Marble Top on Vanity • Master Tub Feature Jetted - Cultured Marble • Master Tub Fauget KOHLER - Chrome Devonshire Deck Mount • Master Shower &jntrol KOHLER - Chrome Coralais Sgl Hndl • ;Master Sh.oweirVIaNfa KQHLER K-PV4K,DD Ceramic,Nigh-FlowValve • Master Toilet, KOHLER- WNoit� Windham Elongated Toilet • PLUMBING - KITCHEN • Sink KOHLER❑ K5942 White Brookfield Dbl Basin PRC332264S • Sink Strainer KOHLER Duostrainer w/tailpiece K-8801-BN • Faucet KOHLER K15176- Chrome Coralais Sgl Handle • Vegetable Sink N/A • Vegetable Sink Faucet N/A • PLUMBING - OTHER BATHS • Lavatory Faucet KOHLER-K-394- Chrome Devonshire 8[1 Spread • Bath/Shower Control KOHLER -Chrome Coralais Sgl Hndl • Toilets KOHLER - White Windham Elongated Toilet • Shower Walls Tile - 511 x8❑ • Tub KOHLER -White Sterling Proforma Tub • PLUMBING - POWDER ROOM • Lavatory KOHLER❑ White - Devonshire Pedestal Sink • Lavatory. Faucet KOHLER❑ Chrome❑ Memoirs❑ 80 Spread • Toilets KOHLER❑ White❑ Devonshire Elongated Toilet Accepted (Buyer Initials) Date: 2 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. } BESTCON Homes ❑ STANDARDS - For ❑ Paradise Preserve as of 2/28/2005 • PLUMBING - LAUNDRY • Sink Composite Pedestal w/Drain Board • Faucet KOHLER❑ Chrome❑ Fairfax w/sidespray • Hose Bibbs Up to Three(3) • Exterior Shower Option • HARDWARE • Entry Door Hardware KWIKSET - Chelsea US3, US5, & US15A • Exterior Door Hardware KWIKSET - Dorian US3, US5, & US15A • Interior Door Hardware KWIKSET - Dorian US3, US5, & US15A • Door Hinge Color 2-d Flat Brass Finish • Door Stops Hinge/Spring US3, US5, & US15A • Handrail Brackets (where applicable) - Standard - US3, US5, & US15A • Mirrors 48❑ High x Width of Vanity❑ 3❑ Sides bevel application • Shower Enclosures - Master Bath Clear Glass / Chrome Finish • Shower Enclosures All Other Baths - Options US-3 Bright Brass US-5 Antique Brass US]5-A Brushed Nickel US10b Oil Rubbed Bronze ® DRYWALL • Wall Et 0-Thick Tapered Edge • Ceiling DID Thick Ceiling Gradje + Shower/BaVi Walls ❑❑ Thick Cementious Backer Board • Ceiling Finish Knockdown • INSULATION • Wall Insulation R-11 ❑ Fiberglass batts • Ceiling Insulation R-30❑ Fiberglass (blown on flat surfaces/batts on vaulted) • Garage Wall Insulation R-11 - (where adjacent to conditioned space) • Garage Ceiling Insulation Option • Bonus Room Insulation - R-19❑ Fiberglass - Floor(Where Applicable) • Floor Insulation Off Grade R-19 - Fiberglass(Where Applicable) • Insulation Between Floors Option • Sound Insulation - Master Option • Sound Insulation - Master Bath Option • CONCRETE • Driveway Slab 4❑ 2500 PSI Concrete❑ 12❑ wide - Broom Finish- banded • Driveway Apron 4❑ 2500 PSI Concrete - Salt Finish - Banded • Sidewalk Slab (40 Wide)411 25001b Concrete - Broom Finish - banded • HVAC Pad (420 x 42❑)40 2500 PSI Concrete - Broom Finish • Front Porch 4❑ 2500 PSI Concrete - Trowel Smooth Finish • Lanai 4❑ 2500 PSI Concrete - Trowel Smooth Finish Accepted (Buyer Initials) Date: 3 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. BESTCON Homes ❑ STANDARDS - For❑ Paradise Preserve as of 2/28/2005 • ELECTRICAL • Service 200 Amp Service • Switches & Outlets White Decora switches / White Grounded Outlets • Lighting Designer Light Packages From KICHLER • Ceiling Fans-Installed Two❑ Family Room & Master Bedroom • Ceiling Fans- Pre-wired: All Bedrooms, Lanai, & Front Porch (per plan) • Bath Fan (s) Standard Fan❑ Light combination • Garage Door Opener ❑ HP❑ w/Two (2) Remotes • LOW VOLTAGE ELECTRICAL • Phone Pre-wire Five(5)Telephone Pre-wire & Finish • Cable Pre-wire Six(6)Cable Pre-wire & Finish • Data Line Pre-wire Four(4) Data Pre-wire and Finish • Surround Sound Pre-wire in Family/Living Room Only • Room Speaker Pre-wire Option • Speakers Option • Media Drop Two (2) CAT5E &Two (2) RG6QS Cables • Security System Pre-wire - Panel, 1-Key Padj-Motion Detector, & 1-Siren • Central Vacuum Option • CABINETS & COUNTERTOPS • Kitchen Cabinets Tahoe Flat Panel - 30.1 Upper Cahinets • Mas ex Bath Vanity Tahoe Flat Panel 36❑ High tkity Tahoe Flat Panel • Uti%;Rba mr obtfory White Flat Pam-1: Wafl Cabinets • Kitchen CowNtertops Laminate w/Backsplash & Square Edge • Master Bath Tops ClAtured Marble Top w/integral Bowl • Bath Tops Cultured Marble Top w/integral Bowl • Utility Tops -Option Laminate w/Backsplash & Square Edge • INTERIOR TRIM • Interior Doors 6-Panel Hardboard • Door Casing WP-356 3-Step Casing❑ Finger Joint • Baseboard WP-623 3-1/4❑ Finger Joint • Crown Option • Closet Shelving 1 - 1211 Std Wire Shelf Perimeter of Closet • Pantry Shelving 16❑ Tightmesh Wire - 5 Shelves • Entertainment Center Shelving Per Plan • Stair Railing (2❑ story) Stained 6010 Rail w/Painted 5015 Balusters • Stair Treads (2 - story) Carpet • Attic Stairs Standard Truss model (when possible) Accepted (Buyer Initials) Date: 4 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. BESTCON Homes ❑ STANDARDS - For❑ Paradise Preserve as of 2/28/2005 • PAINT - Porter • Interior Wall Paint Two (2) Coats Flat Wall Paint - One Color • Interior Trim Paint Two (2) Coats Semi-Gloss Trim Paint- One Color • Exterior Wall Paint Two(2) Coats Semi-Gloss Exterior Paint - One Color • Exterior Ceiling Paint Two (2) Coats Semi-Gloss Exterior Trim Paint - One Color • Exterior Trim Paint (2)Coats Semi-Gloss Exterior Trim Paint - One Color • Front Porch/Lanai Floor Uncoated Concrete Floor • Garage Floor Uncoated Concrete Floor • Exterior Doors Two (2) Coats-Gloss Trim Paint- One Color • APPLIANCES❑ General Electric • Range JBP66CHCC 300 Self Clean, Glass Top, White • Cook Top N/A • Oven N/A • Dishwasher GSD4800JCC Std Colors • Microwave JVM1640 Over The Range Microwave/Ventless, White • Garbage Disposer GFC320F 1/3 HP • Vented Hood Option • Wine Cooler Option • LANDSCAPING • Landscaping 35 - Plants, Mulch Combo • Sod Combination St. Augustine&Xeriscape • Mulch All Plant Serfs Per Kano • irrigation Full System w/Minimum-Four (4)Zones Accepted (Buyer Initials) Date: 5 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. 11/29/2005 11:57 FAX 9042726811 SWIMCRAFT POOLS Q001 1992 Kingsley Avenue Orange Park,FL 32073 Phone:904-272-790 Swimcraft ' • Fax:9042724811 Fm Ta Shirley,Atlantic Beach Bldg. Dept. From: Pam Tumer Fax: 247-5845 Date: November 29,2005 Phone: 247-5800 Paces: 7 Rot Requested Information CC: O UWmt ❑For Rw4low ❑Please Comment ❑ploese Ropy 0 Please Recycle *Comments., RE: Permit application for-- 711 Paradise Lane,Atlantic Beach Impervious surface calculation (house including pool deck): 42.96% Also attached is our occupational license,workman's comp, and liability. I. THIS SAFETY VACUUM RELIEF SYSTEM IS AF NON—MECHAN(CAL VENT SYSTEM THAT'TALL LIMIT THE o y a TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM W F<H OF 4.5 INCHES OF MERCURY. I z ? 2. THIS SYSTEM IS A BACKUP TO PROVE SUCTION APPROVED SWIMMING POOL & SPA RELIEF SHOULD ENTRAPMENT OCCUR. DUAL MAIN DRAIN ATMOSPHERIC VENT (SVRS) 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED COMPLIANT WITH SECTION 424.2.6.6, FLORIDA BUILDING VATH A COVER THAT COMPLIES WITH ANSI/ASME A112,19.8 4. ALL MANUFACTURED SUMPS SHALL COMPLY NTHCODE FOR RESIDENTIAL APPLICATIONS. ANSI/ASME A112.19.0. IF A FIELD—BUILT SUMP IS USED, 0 ITS CONSTRUCTION SHALL COMPLY WITH THE MINIMUM V, C:) DIMENSIONS s1toWN IN FIGURE t. ENTRAPMENT AVOIDANCE `0 S. THE VELOCITY ON THE SUCTION SIDE OF THE I Figure 1 VENT PIPE ANALYSIS—MAXIMUM LENGTH NZ C0 CIRCULATION SYSTEM SHALL NOT EXCEED SIX(6)FPS. ' 6. CHECK VALVES CANNOT 8E INSTALLED ON THE FIELD BUILT SUMPS f; n Ln 6. CSYSTEM. PIPE SIZES AVERAGE VELOCITY VENT PIPE MAXIMUM h Minimum Size(Typical) INCHES FLOW GPM FT. PER SEC. SIZE LENGTH FT, 7. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A D=Inside Diameter of Pipe Ln QUALIFIED,LICENSED SWIMMING POOL PROFESSIONAL 75 2" 60 5.17 1 1 2" 41 Q B. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL _ Q"1 2" 100 6,7 1 1/2" 54 U LENGTH OF THE MAIN DRAIN UNE Q 1"h;in 1.5 5Dr�f;l 2 1 2" 110 7.37 1 i 2" 60 O 1.5DE, — `., a 9. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS,DEBRIS COLLECTION AND BACTERIA. D D 3" 145 6.29 1 I 2' 79 10.LABEL VENT: POOL SAFETY DEVICE—DO NOT HANDLE ` I 175 7.59 95,i�-D(`� 4" 325 8.19 1 1/2" 177 (2)90'BENDS Mill G,T.h B Z A TEE This analysis is based upon maintaining the length of pipe below the operating level of the pool, H To vertical and horizontal, to vacate within 3 seconds based on the size of the pump and the 1 average flow rate. Due to the hydraulic gradient caused by the pump and piping, the vent line should be located as close to the tee at the dual main drain.as possible with a maximum jy tT i - LJJ O distance of 12". 1"Fdtn 1 1, Lli 0 1.5Df?ts 1.5D�' z Q f 1 �1) 9D'BEND 1/2'KAT This document is the Intellectual properly of HCE and cannot be reproduced in whole or part + M w D J D without the expressed written approval of HCE. This document is not valid without the seal of j Jason W. Rice, P.E. Z LLJ Uj COURTESY OF: W Z Z MAIN DRAIN �` D Z _j Q T,MAX. — LLI 7 12 _+ W POOL nI UT d 0 Z In 1-1/2'VENT LINE_ MAIN GRAIN 0 In 1 IU N HCE_ � LL. W \ !i Z 120 � SAFETY VACUUM RELEASE SYSTT_M(SVRS) — Y ru HORNERUJ W CONSULTING ENGINEERS, INC. Z La LDz REITSE Of DOCUMENTS :DATE REVISION APPROVED DRAWN BY: JWR N n*S�4`JMENT AND THE IDEAS AND DESIGNS INCORPORAZO TED ` CHECKED BY HEREIN,AS AN INSTRUMENT OF JWR K PRIESSICVAL SERVICES,IS THE UJ 'ROPERTY OF HORIa CONSULTING DATE:1-1 1-05 a 'NGIHEERS AND IS N07 TO BE USED IN*HOLE OR IN PART,FOR ANY (, OTHER PROJECT WTHOUT THE J SON W. RICF.a F *'RI7TEN AUTHORIZATION OF HORNER COi1S11L7INa ENGINEERS. City of Atlantic Beach Building Department s� v Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 25, 2008 Contractor: Bestcon Address: 711 Paradise Lane, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 05-31374 x DA STETLER BUILDING OFFICIAL Building, , Planning & Zoning � � " Inspection CITY OF ATLANTIC BEACH DepartmentCERTIFICATE OF OCCUPANCY WORKSHEET D to Requested: ' L) ontractor Name: ���✓ Permit #: 3 7� Property Address: 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: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fir ept. Public Works .l4 . it . 01 Planning Dept. Building Dept. Final Survey with FFE ❑ Yes No All Re-Inspect Fees Paid Yes ❑ No n�:t73 7268117 PAGE Bl a "amove ff&AWrr.e .wc aft*cM 4mmvo �rwM ft e1M �MwMMrrr►u. v►. ;lal1 • /4 u q� W s i� t I •��erG re 0-.4 ry AtrEc �+�3 j Dw rt a�- �ymRX11i c E�eG. 114or 7/1 f i�tl' :s a �• A-n 11 Lt .. r-Arly mower ffs Ow Ker z' Ldp eS"T FAr /y haw-k r- Gt K Pof-rm Ile srs C;i-Y e f ,,ATL wMf:c 8rp*rk An y /:rt fi•' /.' , �?d/�f.��/ T�� �'.r,.�y ?ower Res P eL F&41ly S o vv, P AUG 0 1 2006 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032500 Date 8/03/06 Property Address . . . . . . 711 PARADISE LN Tenant nbr, name . . . . . . NEW SERVICE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- -- - --- - - -- - - - - - - - - - - - - -- --- - - -- ----- - - --- ----- BESTCON DYNAMIC ELECTRIC COMPANY PO BOX 16351 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 726-8144 ----- - - ----- ------ --- -- --- - -- - - -- - --- -------- - - -- --- -- - - ------ - ------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . 3/14/06 Valuation . . . . 0 Expiration Date . . 9/10/06 ------ - ------- - -- - --- - -- - - -------- - - -- - - - - ---- - - --- - -- --- -- - - --------------- Special Notes and Comments 200 AMPS 240 VOLT NEW SERVICE ----- - - ------ --- - -- -- - - -- - - -- - - - - - --- - ---------- - --- -- - -- - -- -- -------------- Fee summary Charged Paid Credited Due --------- ------- - -- - -- - - - - - - --------- -- ---- --- - ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH n PERMIT CALCULATION SHEET Date: tel" `"7 Address ( / &gAo,(g c Z /y . A-) F S F6? Heated Square Footage J-`r @ $ /0 / per sq ft= $ Garage hed �/9�0 @$ per sq ft = $ Carport172 - orch @$ Z- per sq ft= $ Deck @$ G per sq ft = $ Patio �-= @ $ G per sq ft = $ TOTAL VALUATION: $ 3 3 P �pc.1c� Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: riz- - TOTAL BUILDING FEE $ ZONING: X S"2- + %2 Filing Fee $ FLOOD ZONE: _X _ (0 Fireplaces @ $35.00 $ — 0 — IMPERVIOUS SURFACE:< J-C)�e BUILDING PERMIT FEE $ WATER IMPACT FEE $ 670 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ O ✓, C V91) RADON HRS .0050 $ SECTION H PAVING ( ) $ - 0 - CROSS OCROSS CONNECTION $ ST(3ogfO SURCHARGE $ ✓ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH 800 SENMOLE ROAD ° } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032500 Date 3/14/06 Property Address . . . . . . 711 PARADISE LN Tenant nbr, name . . . . . . NEW SERVICE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON DYNAMIC ELECTRIC COMPANY PO BOX 16351 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 726-8144 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105. 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments 200 AMPS 240 VOLT NEW SERVICE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES i BUILDING OFFICIAL 03/14/2006 09:23 7268117 PAGE 01 CITY OF ATLANTIC BEACH t= ELECTRICAL PERMIT APPLICATION ").rw Yn Dote: property Add roots: owner. !"&r4CyK.•�„ Telephone N: A V4.3 7 9 71 Contractor: D Contractor Addretls;.J 2 -t" . U - Fax 0: 7 S t- a g e Y i b: cm- eaaerattrn of perout jtnxa datng the work as/reanibad in the aliove attrcemettt: we&;;Grs&;;Gapse to plSor erm avid workvrk in in ; oraaaordarN:e with the attached plroa►and sPecificItion which are a port ht:reof and in accordance with the City of Atlantic Beach dinance u_tx__standtidi of ce umd dnaein. I111"Osing. Hot Type: O Trailer Sot tr otherdo"cu.�nuctioe is v hew Rmidence Q Temp. ,yew being dooa this trillding f Q Old a Commercial O Signs I O increase09 td , b"' '"a a Re-wire O Addition Sy.Ft. 4 O Repair I Cotxluctor 5itt. _ A&PCQAPER _AL — -' Switch or RACE Breaker AMPS ei� PH �� W -y ( VOLT~ WAY � Existing Service RACE i Size MAPS PH w VOLT WAY i `�Fee�ders: I NO. SIZE NO SIZE NO SIZE f Lil ghturg Outiers - i CONCEALED I OPEN j Ker laclts CO249 L D OPEN Switches ! J r --� Incandeictn: F1 crescent dt � Fixed ttI OVE!� BELL Applimcos i , TRANSFER. Air HP.RAT1Wd H.P. RATING CEMING KW-HEAT Conditioning COMP. MOTOR ' OTHER MOTORS AMPS HEAT I i I _ Motors 0-1 H.P. VOLTAGE PH I NO. I OVER I HIP. i PHS v+ — Traaslamers NO, KVA NO. CVA No.ireTretlsf. i in. Si"_ L ' t lvllscellert�w J 000 Semlook Road.Atlantic Beach,Florida 32133.3443 Phoot:(904)247-SM* Fax: ("4)247-5645- btip:l/ww%v.cLatisatic-beach.fl.in CITY OF ATLANTIC BEACH ��• ELECTRICAL PERMIT APPLICATION Date: Yrapetty Address: �� �,_ w.._... 1��� ._.__ ..-_____.-.-� ,-j ?5� � Owner: 33.�L��..�_ _ �G;��-�,. Telephone #: ���•3 7 Contractor: Telephone #• 75'q- 0407', I Contractor Address: 3 70.0 Fax#: St- a90"t It., consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in { accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of 2rrtsctice listed therein. 1 But}d:ng: f Bul g Type; O Trailer Ser ' it' other cuusiructicn is �Y New lI Residence 0 Temp.. New being done on this buildingI Or E Q Old 0 Commercial 0 Signs ' O Increase Pe site,Fist the.building i $ Permitnumber e a Re-wire 0 Addition Sq.Ft. 0 Repair Conductor S MMPS: _�COPPER �ALUI Switch or �� 1 j RACE. Breaker AMPS 1 PH � ! W 3 _ V0LT�� WAY � Existing Service RACE Size Al4%IPS w 1 PH W VOLT WAY _ ! Feeders: NO- SIZE NO SIZE NO SIZE 1 Lighting Outlets f CONCEALE9 I _. OPEN Receptacles CONCEALED OPEN i 0 In AMPIA �� 31.1 on AMPS Switches II) Incandescent ! r—tluoreyceni , M,V, Fixed 0.106 k,vas i OVER BELL Appliances _ _i TRANSFER. Air r H.P.RATING H.P. RATING CEILING KW-HEAT I Conditioning ! COW. MOTOR OTHER MOTORS AMPS HEAT � Motors 0-1 H.P_. w VOLTAGE PH 9 NO. AVER 1 H.P. t PHS �=r v U00V Transformers NO, KVA NO. KV,� f. No.Neon_Trans -- Ea. Miscellaneous 800 Seminole Road• Atlantic Beach,Florida 32233-54.45 Phone: (904)24'-5800• Fax: (904)247-5845 • http:(Jwww.ei.atiantic-beach.ft.us rte. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 '_ Application Number . . . . . 06-00031964 Date 1/09/06 Property Address . . . . . . 711 PARADISE LN Tenant nbr, name . . . . . . INSTALL 20 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------------- ------- ------------------------ BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 --- ------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 , 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 800 Seminole Road Atlantic Beach,Florida 32233 ��° �• (904)247-5800 Job Location: Par o,ff► ,,5e �r e,sie ry C — 1 l �U'aG` ' Se La, Owner of Property: '6-rn�-C 0v) Telephone: 249- 37� Plumbing Contractor: �'r`, s Pl urn i=► n C Contractor Address: 4C)-2q 1&Gond t n s_ P) Vd . State License Number: ff-C C)1 C1 I°i`-} Telephone: —7_7a-090-_-) How many of the following fixtures: New or ❑ Re-Piped Z SINKS I SHOWERS 1 LAVATORY ' WATER HEATERS 7 BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS ' WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $35.00 Total Fixtures: L- lJ X $7.00 + $35.00 = t S 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 if CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD 1 ATLANTIC BEACH,FL 32233 (i! INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031738 Date 12/02/05 Property Address . . . 711 PARADISE LN Tenant nbr, name . . . . . . SWIMMING POOL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------- ---------- ----------------- ------- BESTCON, INC. DAVID PRUETTES ELECTRICAL SVC. 331-8 PARKRIDGE AVE ORANGE PARK FL 32065 (904) 272-7225 -------------------------- ------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 Y PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH f ELECTRICAL PERMIT APPLICATION r� Date: k as Property Address: PCL")n 1,AQ 0 , (J "(-tM �-Xcccl� Owner: z r„l , �� Telephone#: c2Q Ir- Dcl 7 Contractor: UL01) l J0.itnfh CC C�,rur . ��,� Telephone#- Contractor Address: L Fax#: ,9-7a- Contractor Signature:,,""' ACL L (r� In consideration of permit givenoing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is 0 New 14 Residence ❑ Temp. ❑ New being done on this building Ll Old Ll Commercial L3Si ns ❑ Increase Or site,list the building Signs Permit number: ❑ RP-wire. ❑ Addition Sq.Ft. ❑ Repair 0 P6 CC Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches 0 10 AMP� r--Il I On AMP; Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httu://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031374 Date 10/07/05 Property Address . . . . . . 711 PARADISE LN Tenant nbr, name . . . . . NEW SFR 1861RAD/3044SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . . 363880 Owner Contractor ------------------------ ------------------------ BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 ------------------ ---------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/07/05 Valuation 363880 Expiration Date . . 4/06/06 Special Notes and Comments PERMIT WAS CREATED AT NO CHARGE DUE TO ERROR IN ORIGINAL ENTRY (PERMIT 05-31201) Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- ------ - - ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL N1 OFFICIAL CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMF 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax PLAN REVIEW COMMENTS ,.r�.➢ t „6its1 Permit Application # Property Address: Applicant: 5�"C�G>� t � � Project:,/) Your application is approved as noted by the Public Works Department. q �✓ 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: L-A ovide drainage plans (survey specified Type B drainage f -- no flow arrows on site plan) .c �ovide erosion and sediment contro plan with details. LPT-Ovide impervious calculations . �� c-L4"ide construction site management plan. Individual plans required now that COs are being requested for other homes. 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 'ck Carper, P.E., Public Works Director Date Signature — Contractor Notified Date _ M — V-LU1 CITY OF ATLANTIC BEACH 8/03/06 Application Inquiry 15: 50: 57 Application number . . . . . : 06 00033606 Application status, date . . : PERMIT ISSUED 8/01/06 Property . . . . . . . . . . : 711 PARADISE LN RE number. . . . . . . . . . . - -33- NCR OLD ACCOUNT NUMBERS. . . . Zoning . . . . . . . . . . . : TBU TO BE UPDATED Application type . . . . . . : ELEC ELECTRIC ONLY Application date . . . . . . . 8/01/06 Tenant nbr, name . . . . . . . Master plan nbr, revwd by . . KJC Estimated valuation . . . . . Total square footage . . . . . 0 Public building . . . . . . . NO Work description, qty . . . . Pin number . . . . . . . 193040 Application�desc . . . . . . : EARLY POWER Press Enter to continue. F3=Exit F5=Land inq F7 Appl names F8=Tracking inq F9=Bond inquiry F10=Fees Fll=Receipts F12=Cancel F13 Val calcs F14=Misc info F24=More keys CITY OF ATLANTIC BE+ AC BUILDING PERMIT APPLICATION ' (New/ Residential &.Com nercial) D" / Cl Date: /r) l 7 Job Address: ) i I"\ Owner's Name: t r" Address: C' ic. I",-�` � Phone: i Legal Description: Block Number. Lot Number:_ Zoning District: Contractor: i t._,'l I„ jl 'C h , —State License Number: [ a✓ Address: %1 cyp :lit1 r., (r!, —1, Phone: (f) j�I ; City State: �.. Zip . Fax: of Describe proposed use and work to be done::atY '1"� r�G k Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? T®. 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 rewired prior to issuance of a wilding Permit. NO. applicant certifies that no trees will be removed for this project. 11_Y IES. Removal of Trees will be rewired for this project. TRE E RE16'IOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation]Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4) complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 300 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5500 Fax: (904) 247-5845 http://wvv;v.ci.atia.utic-beach.fl.us Page 2 Revised 1/04 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. 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. Provide drainage plans. 7. Provide erosion and sediment control plan. S. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities_ I hereby certify that all in' ation ro,'' d with this a plication is correct. Signature of Owner: v Date; I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true an correc nd/th `t the plans and supporting data have been or shall be provided as require L. Signature of Contractor: Date: t i" Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: 7 r`l '�1 L crit t ttt c C G/( ( c _ C L.. _ il Phone: ,f Fax: Z E-Mail: f d"e'F�t � jF' 'C7ft6'lCtfr'c+'S ir'� A5 TO OWNER: sti4oh?r to and subscribed before me this C.' � day of 20 State of Florida,County of Duval eint RRENER GAIT,RUSE Notary's Sig MY COMMISSION N DD448M ?ofd{ EXPIRES:July 10,2009 personally known 14o»3114Wea aro,w.s�ys.rr+�.� ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day ofT_C_rn s- 20 State of Florida,County of Duval [,O::RENEE GAIL RUSSNotary's Signature:COr MISSION#DD448880rsonally known Fac IRFS:July 10,2009FlaldalloWySovicacorn Produced identification Type of identification produced _ 800 Seminole Road Atlantic Reach,Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http:l/�N-,vw.ei.atlantic-beach.fi.us Page 3 Revised 1/04 r� WATER IMPACT FEE WORKSHEET �^ ADDRESS: VI/ G�i�r� f2 9 C Z A) . DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 2— Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 .. Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountainficemaker %Z 1 Floor drains 2 Hose bib 1 2— Kitchen sink, domestic 2 2-- Kitchen sink, domestic with food waste grinder and/or dishwasher /S 2 Z L Laundry tray 0 or 2 compartments) 2 Lavatory 1 t. Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushorneter tank,public or private 4 Water closet, private installation 4 Water closet,public installation g TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ CO 70 HI. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓ No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓ No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes No NIA✓ r (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: C, � ` C 2`10 DATE: It - 26 4. Is the"R"value for added insulation on exterior walls shown? Yes V No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes✓No NIA n r 6. Is the"R"value for raised floors shown? (FBC 13-605) YesNo N/A✓ OWNER: 41�C i LO� �C . JOB ADDRESS: 'Ma�D/Sf L�, 7. Are Energy Credits Claimed? Yes✓No N/A 2 A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes✓No N/A CONTRACTOR: f�S 1 C C IJ T.4-L. PHONE NUMBER: .Z y� ;> 7 Y, B. White Roof Credit (FBC 13-607.1.A.5) Yes ,/No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yea No N/A (CIRCLE) I. Survey: IV Foundation Plan: L Is a specific purpose survey submitted? Yes hINo N/A 1, Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes✓No N/A Column pads and concentrated loads? Yes ✓No N/A 3. Are existing grade elevations shown for structures located 2, Are all locations of vertical reinforcement and anchor bolts shown? Yes,/No NIA in an"A"or"V"zone? Yes No N/A P- 3. Are all elevation changes in slab shown? Yes✓ No NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A✓ 4. Is minimum concrete PSI shown? Yes No N/A 5. Is property in a flood way? Yes No N/A ✓ 5. Is slab reinforcement shown? Yes ✓No N/A 6. Is flood way line shown? Yes No NIA .,O� A. Wire mesh size and gauge? Yes No N/A✓ B. Fibermesh reinforcement? Yes,/ No NIA 6. Is vapor barrier,minimum 6 will.shown? (FBC 1909.2) Yes✓No WA H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes V No N/A 1. Are plans sealed by architect or engineer? Yes✓ No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes✓ No NIA 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes Y No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes✓No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes✓ No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes✓No N/A (FBC 1805.1) Yes No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes,/ No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes✓No N/A 1. Is finished grade shown? Yes✓ No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes✓ No N/A stories and allowable area? Yes✓ No N/A A. Minimum 8"above adjacent grade? Yes✓ No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes✓No N/A for structural elements? Yes✓ No NIA C. Base flood elevation? Yes�JQo N/A 9. Are plans designed per SSTD 10-99? Yes No ✓ N/A 3. Is minimum footingdepth beneath finished r/ A. Are all appropriate charts and tables shown? Yes No N1Ar ep grade shown? Yea No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes,,"No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes&/No N/A Construction in High Wind Areas'? Yea No✓ N/A 6. Is vertical reinforcement shown? Yes✓No N/A A. Are all appropriate charts and tables shown? Yes No N/A`� 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ A. Is exterior wall finish shown? Yes No N/A`" 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A'� High Wind Areas? Yes✓No N/A C. Is exterior wall insulation shown? Yes No N/A v A. Are all appropriate charts and tables shown? Yes✓No N/A D. Is exterior wall finish shown? Yes No N/A ✓ B. Are all appropriate requirements circled or highlighted? Yes t/No NIA a. Wood Frame Construction 12. Are plans designed per"AF 8r PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes✓ No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes✓No NIA B. Is exterior sheathing(type and thickness)shown? Yes✓ No N/A A. Are all appropriate charts and tables shown? Yes✓,No N/A C. Are nailing requirements(size and spacing)shown? Yes-/No N/A B. Are all appropriate requirements circled or highlighted? Yes ✓No N/A (FBC Table 2306.1) D. Is exterior wall fmish shown? Yes✓No N/A 15. Does bedroom open directly into garage? Yes No/'N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes✓No N/A grade shown? (FBC 2304.2.5) Yes r/ No N/A G. Are shear wall segments shown? Yes No N/A 17. Is Designer's name and address shown on plans? Yes-/No N/A A. Type of hold-downs shown? Yes No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes V No N/A and FBC 1012.1.5? Yes✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No N/A 19. Are habitable rooms shown with the minimum light and ventilation IL Is ceiling type shown,drywall thickness? Yesy No N/A requirements of FBC 1203.17 Yes-"' No N/A 12. Roof Framing / 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes'✓ No N/A wind load requirements for components and cladding per FBC 1606? Yes I/No N/A B. Are conventional frame rafters used? YesNo✓ N/A21. Does floor plan show fireplace? Yes No N/A/ 1. Rafter size shown? Yes No NAI 22. Are stair details shown? Yes✓ No N/A 2. Species of lumber shown? Yes No N/A✓/ A, Is minimum stair width shown? (FBC Table 1004) Yes✓No N/A 3. Grade of lumber shown? Yes No NIA✓ B. Are tread and riser sizes shown? (FBC 1007.3) Yesy No N/A C. Type of roof sheeting shown? Yes✓No NIA C. Do spiral stairways comply with FBC 1007.8.2? Yes No NhV' I. Thickness of roof sheeting shown? Yes?No N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A✓ 2. Grade of roof sheeting shown? Yes /No NIA E. is required headroom clearance shown? (FBC 1007.4) Yes t/No N/A 3. Nailing patten of roof sheeting shown? Yes V*"No N/A - 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A✓ D. Weight of Dry-In felt shown? Yes No N/A 24. If required,are tenant separations shown? Yes No N/A V" E. Type of roof cover shown? Yes d No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of the roof shown? Yes No NIA� A. Are column type,size and anchorage shown? Yes✓No NIA (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes,.?//No N/A 3. Other roof covering and attachments shown? Yes No NIA V/ 26. Are all lintel and beam details shown? Yes✓ No N/A F. Length of roof overhang shown? Yeso/ No NIA 27. Are engineering details provided for butt glass? YesNo NAV" G. Type of soffit and fascia shown? Yes✓No N/A H. Attic ventilation shown? Yes✓No N/A 1. Location,type and thickness of flashing shown? / VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yesy No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of eave metal shown? Yes✓No N/A required connections? Yes.�/No NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes/No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, t. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A'10' application? Yes✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓ No NIA species,grade of lumber,span and connections? Yes No NIA ✓ 3. Are all door and window sizes shown? Yes Y!/No NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes + No N/A grade of lumber and connections? Yes No N/A ✓ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes✓No N/A' of lumber? Yes No N/A ✓ 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes /No N/A pattern? Yes,e-No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes:zNo N/A 9. Is required attic access shown? Yesy,.'!No N/A t0. Are all plumbing fixtures shown? Yes No NIA VIH. Floor Framing. 11. Are all electrical fixtures shown? Yes No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes /No N/A uplifts and connections? Yes V/No N/A A. Is air handler and condenser location shown? Yes Vo N/A� 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes 1/ N0 N/A grade of lumber and connections? Yes J No N/A 13. Are all smoke detectors shown? (FBC 905.2) 'es No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes/ No N/A CITY OF ATLANTIC BEACH C Y S BUILDING /ZONING DEPARTMENT r ns P tL' 800 Seminole Road Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: A/ This permit application has been: W----Approved 1 r7 Reviewed and the following items need attention: 's Please re-submit your application when these items have been completed. • S'V4L�hh-Reviewed BY• Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane f Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # - / 2 Property Address: Applicant: S C6Y7 , Project: to 'S Pr�" Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 4-1 Advp Ade-4- w0--P-'4--- Ax'a 2t e- r 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) 247-5834. Reviewe y r Krak, Public Utilities Director Date Signature Contractor Notified Date �i S CITY OF ATLANTIC BEACH y F BUILDING / ZONING DEPARTMENT ��Ford�n s C, 800 Seminole Road S. Doerr �2 Atlantic Beach,Florida.32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: _ .�7`�'o') Project: 111E GLS / This permit application has been: Approved F-1 Reviewed and the following items need attention: I Please re-submit your application when these items have been completed. Reviewed By: Date: ' .2 3 - O S Date Contractor Notified: i'. fCITY OFE IC E C1 BUILDING PERMIT APPLICATION (Mew / Residential &Commercial) Date: A Job Address: Irk a iN 4 (* Owner's Name: 5Q 0A Address: y S 4_ Phone: Legal Description: Block Number: Lot Number:_ 33 Zoning District: Contractor: State License Number: Address- J 1 V 5u':6 Phone: vy'/ City: �/,14State: Zip: JZ�� F/a1x; d —s Describe proposed use and work to be done:St 5 CJ�Ln l t C�._U/l 4 Present use of land or building(s): f� Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?0If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? 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. NO. applicant certifies that no trees will be removed for this project. ❑YES. Removal of'frees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. 'free Removal Permits to be reviewed by the Tree Conservation]Board,which meets two tinges each month. Procedure: In order to expedite issuance of permits, please follow all steps and g�rovide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verily 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-constriction 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. STET'4. Please submit Building Permit Application, Energy Code Forams, 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 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/04 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. b. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all in ation ro d with this a rcation is correct. Signature of Owner: Date: 1 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances, or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true an=t rid t the plans aanndsupporting data have been or shall be provided as required. Signature of Contractor: Date: ( 1. Address and contact information of person to receive all correspondence regarding this application(please print). Name: EY / �� r Mailing Address: �y /� /� ( &V14 S�.)CCC 0 �L fit. Phone: , y Fax: e} E-Mail:,�t /t(,(S/•��J CU12 /�'IQS,�'C> AS TO OWNER: �2, Swar_r to and subscribed before me this 4'_' day of 20 C6 . State of Florida, County of Duval $� RENEE GAIL RUSS Notary's Signatur MY COMMISSION N DD418M EXPIRES:July 10,2009 personally known p407)8eeotda Floddallowyavvimc— ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 . State of Florida,County of Duval Notary's Signature: AW L RUSS#DD418880rsonally known ly ro,2009S"ce.com Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://w)v)v.ci.atiantic-beach.f.us Page 3 Revised 1/04 Axa'' ; CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: a1 0.:J 1 Job Address: ' ' CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ERENEE GAIL RUSS COMMISSION 1 DD448880 PROPERTY OWNER/BUILDER EXPIRES:July 10,2009FWft Notary Swvfce.com n/�,, SWORN TO AND SUBSCRIBED BEFORE ME THIS D') DAY OF x(31 C wkgv 200. ARY PUBLIC d`� MY COMMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. Doc # 2005160043, OR BK 12461 Page 1147, 1 of 2 Filed & Recorded 05/06/2005 at 10:07 AM, JIM FUL?,ER CLERK CIRCUIT COURT DUVAL COUNTY REC'—' iNG $18.50 • � Sa f� Prepared by and Return to: T4 an employee of Venture Title Agency,Ltd.,LLLP 4315 Pablo Oaks Court Jacksonville,Florida 32224 (904)482-1150 NOTICE OF COMMENCEMENT State of Florida County of Duval The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement. Q 1. Description of Property: Lot 33,PARADISE PRESERVE,according to the plat thereof,as recorded in Plat Book 57, C� pages 31,31A through 31C,of the Current Public Records of Duval County,Florida. 2'' 2. General Description of Improvements: Single Family Dwelling 3. Owner Information: BESTCON,Inc. a. Interest in property: Fee Simple 4. Contractor: BESTCON,Inc. 4400 Marsh Landing Blvd.lacksonville,FL 32250 S. Surety: 6. Lender Information: SunTrust 76 S.Laura Street 18th Floor Jacksonville,FL 32202 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(A)7:Florida Statues: None 8. In addition to himself,owner(s)designates: To receive a copy of Ilenor's notice as provided in Section 713.13(1)(B),Florida Statues 9. Expiration of Date of Notice of Commencement(The Expiration date is(1)year from the date of recording unless a different date is specified).Other expiration date: w.Nichols as President of BESTCON,Inc. Page 1 of 2 801809 STATE OF FLORIDA DUVAL COUNTY J.THE UNDERSIGNED Clerk of the Circuit Court,Duval County, Mrida, DO HEREBY CERTIFY the within and foregoing is a true a d correct copy of the original as it appears on record and file in t`a office 3f the Clerk of Circuit Court of Duval County, Acri%la, and Ve same is in full force and effect. " and s3qi of (I of Circuit Court at .s t e dgy c•t A.D.. J IV, , Lt.cR Clerk, Circuit acd county Courts Ouval County, Florida By Deputy Ctark OR BK 12461 PAGE 1148 State of Florida County of Duval THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on April 29,2005,by Paul W. Nichols as President of BESTCON,Inc.who is personally known to me or who has produced a valid driver's license as identification. TARY PUBLIC F-PbPrint Nam&?a I.LANE M S�SSION/W 3001W 6K,2000 Page 2 of 2 801809 FROM :CLARSON & ASSOCIATES FAX N0. :904 396 2633 Apr. 06 2005 07:09AM P2 MAP SHOWING PLOT PLAN OF LOT 33 AS SHOWN ON MAP OP PARADISE PRESERVE AS RECORDED IN PLAT BOOK PAGES THROUGH OF THE CURRENT PUBLIC RECORDS OF 04YAL COUNTY, FLORIDA. BEARING REFERENCE, BEARING SHOWN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. EL EVA71ONS ARE SHOWN THUS 13.0 AND REFER TO THE NAPONAL GEODETIC VERTICAL DATUM. NOTE- THE PROPERTY SURVEYED HEREON APPEARS TO UE WITHIN FLOOD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COM IJUNI7Y PANEL NO. - LEGEND. OAK HICKORY QTWIN OAK SWEET GUM U%C OAK Ah MAGNOLIA Ct PECAN . AALAI EG11D11,9 PISS YYR7LE CANF"OR S OF GE `L TWIN MYRIJ E R TALLOW TRIPLE w*TLE Ep 50 v�P 5N1P 2 . 0 LAD ~' T "ISLAMORADA" ?� \ 0 GARAGE RIGHT >a LOT 33 VACANT C3. \ ! V .' `C',✓y SI�'1� \ QOM` 'Ic