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Permit 931 Paradise Cir (vault) j: �Tlyr c� CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD i �'f ail J ° a zst ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 ry. J sI1�� Application Number 04- 00029263 Date 1/28/05 Property Address 931 PARADISE CIR Tenant nbr, name NEW SINGLE FAM DWELLING Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 284292 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON, INC. 4400 MARSH LANDING BLVD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246 -3747 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 1015.00 Plan Check Fee . . 507.50 Issue Date . . . Valuation . . . . 284292 Other Fees CITY RADON SURCHARGE .34 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 12.82 AB CONSTRUCTION SURCHARGE 1.42 STATE RADON SURCHARGE 6.57 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 610.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 1015.00 1015.00 .00 .00 Plan Check Total 507.50 507.50 .00 .00 Other Fee Total 2326.15 2326.15 .00 .00 Grand Total 3848.65 3848.65 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. L 7-11r r ap ) CITY OF ATLANTIC BEACH Iasi' BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND (- R t DUPLEX CONSTRUCTION) Date: 7 ( f oI f Job Address: q s'1 j ktraci I . ', Ei rei t, Owner of Pro +enV I ti" O \jorkscviti I tie. T,11 C..... Address: 6 A. j , AN rj C i J 4 (' Telephone: dt f p ,� 1 L1 Legal Description: Block Number: n Lot Number: 3 Zoning District: pup Contractor: T1 1 M (1I.LIS l. 8t 1 � \ State License L( Number (,P,,Ol Contractor's Address: 4`'C �oSh (cWSifl . S '. (0 � t)'dret. XJi F,, Telephone: Fax: Describe proposed use and work to be done: I\Iei.. ,1r)J('_ Ill i (.L) ci iicet v(' Present use of land or building(s): 1 \(( 1 V c _' Valuation of proposed construction: , 63 ( • 00 Is approval of Homeowner's Association or other private entity required? J(, ) If yes, please submit with this application. ti Will thi roject involve changes in elevation, site grade or any use of fill material or the removal of any trees? (NO. Applicant certifies that no change in site grade or 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. 4: 1. Applicant certifies that no trees will be removed for this project. I ' ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree • Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre- construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 p In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre- construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that al mfo ation pro 'ded with this application is correct. Signature of owner: v[ t✓ _ Date: 1 1 ( 1 / l Y 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: __ Date: j 1 19/0 V Address and contact information of person to receive all correspondence regarding this application (please print). Name: Vare,0 BcC k . 9 jY r.. J.c r�.. Tx-aril 1 , 1--( : ))',), Mailing Address: �(�U. 1 ��'1��9� ��tlC� ,Sir. � �:l ' Telephone: :3147 Fax: iQ 7/ (p E -Mail: 14I rein D1 tCfx14E4 S t rl, '1 AS TO OWNER: Sworn to and sub s. ;: t « , this I CiT " day of P- (, 20 uq. State of Flom •. ' �, 84 0 0, t Notary's Signature: ' f /&( z : DD092737 • . = „ O ; „ , (E]'"Personally known 01* * . , ( \ s ' ❑ Produced identification 1 • .1'p , f �� Type of identification produced AS TO CONTRA11111l�O Sworn to and subscribed before me this C wet day of ' 1 20 State of Florida4ountyfe4ppval ,O'1 � �� k , A EN L. e, 4 , ` � e � ` �'• ,18S101y •Pfr �i�. Notary's Signature: (i k * ? 44+ � m o o ., . * ersonally known Z % DD092T37 = ❑ Produced identification — : 0 � Type of identification produced ti Q: ��i 99 A� ,4% 0 ° nded a'1 ' O C ..'00 Seminole Road • Atlantic Beach, Florida 32233 -5445 • Page 2 ' 6 C. „ ph � (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us f f i t I i M� Revised 1/14/03 08/2004 16:23 FAX 904 482 1151 VENTURE TITLE 4 BESTCON 411002 Boo, 12023 Page 1529 Pret►xoel Ay and ootum b: CL an emCloyee of " Venture Tile Agency, Lb., 111P 4315 Pablo oaks Court DOC# 2084285712 ihotonville, Florida 32224 (904) 482 -1130 B00 k: 12023 .111()% Pages: 1529 -- 1538 Filed & Recorded 89/98/2884 16;29:14 AN NOTICE OF COMMENCEMENT Ilil FULLER CLERK CIRCUIT COURT State of Florida DUVAL COUNTY RECORDING 9.96 County of Duval _ COPY $ 2. 1.50 e The undersigned hereby gives notice that improvements will be made to certain real propertT $ 1.50 accordance with Chapter 713, Florida Statutes, the following Information is provided in this N b o I $ • 8 . � Commencement. 1. Description of Property: Lot 3, PARADISE PRESERVE, according to the plat thereof, as recorded in Mat Book 57, pages 31, 31A, 31B and 31C, of the Current Public Records of n.roal County, Florida. 2. General Description ofTmprovements: Single Family Dwelling 3. Owner Information: Bestcvn, Inc. a. Interest in property: Fee Simple 4. Contractor: •Beatcon, roc. 4400 Marsh Landing Blvd. aacksonville, FL 32250 i b. Surety: 6. Lender Information: SunTrust . 9 ) 76 S. Laura Street lath Floor ]adcsonvtUe, R.31102 7. Perbuns within me State of Honda 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, owners) designates: To receive a copy of lienor's notice, as provided' in Section 713.13(1)(B), Florida Statues • 9. _ ation of Date of Notke of Commencement (The Expiration date is (1) year from the date of r - •rding nless a different date is specified). Other expiration date: 1 'au) W. Nichols as President of Bestcon, Inc. Pve1of2 800820 • Received Time Sep. 8. 6:07PM 08/2004 16:24 FAX 904 482 1151 VENTURE TITLE BESTCON 0 003 Amok goal( 1202.3 P40 w 1530 State of Flertde • County of Duval THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on September 2nd, 2004, by Paul W, Nichols aye President of Basteon, Inc. who is peisunnlly known to me or who has produced a valid driver's license as identification. Aga .J / I/ - NOTARY FUri11C • • > eaA'>eiltfJalSSrC►PI # DD amp y • Ion ElpiRI SE$r Jung $. 2oo9_ - 14041440fAftY FLNossyoucormama.oa STATE OF FLORIf)A DUVAL COUNTY 1, THE UNDERSIGKfD Clerk of the'Circuit,Court, Duval County ,Florida, DO HERFY CERTIFY the within and foregoing is a true and correct' copy Of the ore iial as it appears on record and file In the oflioo of thiZ' Cterk ofCircuit Cuw t at Duval GQunly, Florida, and the same laid fuu and effect. WITNESS My tatod and seal of Clerk o Circuit o'rt at Jacksonville. F(o'tida, this.the. day of A.D., 20 JIM FULLER • '6 : and County Courts P . !o f4 � fit" lerk rope2.442 600820 Received Time Sep, 8. 6:07PM WATER IMPACT FEE WORKSHEET ADDRESS: ARApiDE C r - -� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 t 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 d • Drinking fount i cemake� Floor drains 2 Hose bib 1 2_ 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher - 3)13 ( 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 2_ 2, 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, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = J O. 3 MULTIPLIED X 20 TOTAL $ le lO a .« .„,„<<„, aa a <gaa ... < a < aa <« < a g <aa< aaa zz zz zzzzzzz zzzzzzzzzzzz z z zzzzzz zzz zzzz zzz O .. ....... 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 O O O O O O O z zz zzzzzz zzzzzzzzz z z zz z z zz zzzz zz kri \ \ \ W). �� A. as uuVuu uuu auuuuuu u u uVuuuu uu rrr rr rrrrr rrrrrrrrrr r r rrrrrr rrr rrrr rrr 0 g r pp ; o pp eo o N . qUW O V1 nr tV . 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N l E I `Ee ` .g.. = w ` ><. 0 y tc c c m '. m. m t m b3 c u u � u 0• ° >r `� 5 h E , 7 m .c ' m u o cC 07 .....4 m a c ° 6 �N. n F - 3E^: N ..i.°1Fa.d �F m ` ",n �• E ss L y^ , g .0 ` _ ' v S..4. i Ns c a u E�� C N D T=1 0 _ - 0 . -- - O � m u �. .Y a 0 4 c V m m a v m m m u u u o u o, m u E 0 u u 5 u u 8 ciuiu: d . u -Z. =�aci .i ciui ...:d.-r.;.4 .. =c 1 . -Z <a;a` 0 A. _ 5 " CITY OF ATLANTIC BEACH -011 BUILDING PERIIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: Job Address Owner of Property. ", " !� a 1 `,. ;" 1 r s 1 Address: ;` � , ` i �� i , . .. ! . 77-7 , Telephone: 3 Legal Description: Block Number: Lot Number: ^ � Zoning District: PUl Contractor: M-/ ; State License Number: Contractor's Address: - I -4 -.1' i' ? ° � - y � ' r _. Telephone: t ; ; Fax: Describe proposed use and work to be done: .± _�' ' Present use of land or building(s): 1 ` ": Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this roject 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. rY O. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP L Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre- construction or post- construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/' In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre- construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all infonhation provided with this application is correct. Signature of owner: ,, • f .. / 6 - Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: :'L --- q. Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: N , i Mailing Address: - Telephone: , , . r ' Fax E - Mail: a AS TO OWNER: i Sworn to and sub ,�1,. _ )his day of - , 20 . ., •••.. 'S s► State of Flom �s ��, y 'pY* i Y ' 4 1 17 °` Notary Signature: — z ; DD092737 ❑ Personally known I� ; • ❑ Produced identification * k •:-' � Type of identification produced AS TO CONTRA , �.Nk e�� *t�t t� "'�1i 011%% - Sworn to and subscribed before me this day of - -- . _, , 20 " , State of Florida al ,' � J ' `N �SSiOivfr 'i Notary's Signature: '° ii" / „. ;74- �� ∎ 40 RY 1/4-'6•., 0� -•;.,.. Notary's _ . .> 0 ? 9. � a ��► Q Tp o • * Li.- Personally known z : DD092737 : '4 = ❑ Produced identification �� ; • • O. Type of identification produced y S i :� 1- � • • i ' A A Odded Es : � - • 00 Seminole Road - Atlantic Beach, Florida 32233 -5445 1 /0 L6 bl lo V 1piti`tyk• (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.cLatiantic- beach.fl.us Page 2 � � C � S ' t`` ,o�e . ' 1, , Revised 1/14/03 091 /2004 16:23 FAX 904 482 1151 VENTURE TITLE -> BESTCON fr BocL 1 Rag, prewro, and aomn. CL an envloyee of • venture Tibe Agency, LM., LL1 P 1315 Pablo oaks Court ]ad�onville, Florida n Dec# ees4ess712 (904)487 -1250 Book: 12923 1 t 1() Pages: Filed Rd 9 — 1538 Recorded • rOTICE OF COMMENCEMENT TIN 1e :ee :14 An FULLER CLERK CIRCUIT COURT State of Florida DUVAL CUUtfrY County of Duval RECURRING • . '9.00 TRUST FMB $ 1.5e The undersigned hereby gives notice that improvements will be made to certain real pro COPY $ 1.58 3 T accordance with Chapter 713, Florida Statutes, the following information is provided In this this N N o ITIONAL $ 8.08 Commencement. 1. De of Property: Lot 3, PARADISE PRESERVE, according to the plat thereof, as recorded in Plat Book 57, pages 31, 31A, 318 and 31C, of the Current Public Records elf 'lintel County, Florida. 2. General Description of Improvements:. Single Family Dwelling • 3. Owner Information: Bestow, Inc e. Interest in property: Fee Simple 4. Contractor: •Bostcon, Inc, 4400 Marsh Landing Blvd. ]acksonvilie, FL 32250 f g S. Surety; 6. Lender Information: $unTruat (� ` 76 5. Laura Street 18th Floor 3aok5onvlge., FL 32202 7. Perbony within the State of Honda designated by owner . upon whom notices or other documents may be served as provided by Section 713.13(1)(A)7: Florida Statues: None B. In addition to himself, owner(s) designates: To receive a copy of lienor's notice es•provided in Section 713.13(1)(B), Florida Statues 9. - . tion of Date of Notice of Commencement (The Expiration date is (1) year from the date of r - ording nless a different date is specified). Other expiration date: •aul W. Nichols as President of Bestoon, Inc. 890810 • Received Time Sep. 8. 6:07PM i r I g • • - 1 • y ii if , II i u i % / 11 u 4 1 1 1 1i1 It ii S a It e II iii u i 10i4 n 1 I Li 11 It --- II . r I ! P k!i s 11 ..1_ 6 F • A: • i P r� I t «.. ... P f O P Ni O P RI p t li t r A. SN ig! a L1g a 0 o-) 2 O g 2 • L ,„,,,...., LW. Ort O W 11 P° 31 4 7-9-� ,�. 125, - Imo 100.1 1004 1245 121211 g 4 ; ' 4 1 5 . 1 1 0; ‘,..' ix, ,C,;-,°7"11706,5)4%.5;r-er °V. " s..;,g i 11 k sib i 5, !!=lwillwf-Shz, AP it ii= € 1 € r S 101 e LOQ� ! war 3 � • it ' 7tl t 4 I i ET iVrT i P i j UNZUrla 201—WW 1 l' 1 3 t; t j al €rt �C E1�lC.'ifVCFtfl�I ri II II i SZ4 BROI {ER OAri B VO Ge 1 i 2i na :1ACKcp�c1!IL; 3 ■ aid 1 1 &'L. C E ' FLOliit?,3 32257 — _ I 2 r1 is �R7 0. �IOCJCIaS .... . I � U'F HGRi. ' No. 97$ W / 1; �++ ?„41 APPROVE() 0 APPROVED AS NOTED 0 v g U U li LLI F 1 ra " L',,,,ii )� =i:� ^gar '.!., Z �i .7 ' rE2 1 ez =co �, � � .. , F .: z. ,•t . 39475 a � , d1I, i�J +, t or f-0,, ,,.'. ., x ,, Ea 1 .. ' Pr : i ?.'3 Is and;. 111 - ai�.c a„[.4: a T i d,,,,,..„: rWii Of t, � I - deX+lr .E t . J Zr Lr d - _•.:t�i� .+ &W B € ^ F0 • 0 0 � .,, ri ` n "'C0 ZQ mI_ U. lipP1 i k rA <1 N C F1=T 1 tir 1 1 DEPARTMENT OF PUBLIC WORKS �`��J� 1200 SANDPIPER LANE � . ATLANTIC BEACH, FLORIDA 32233-4318 r � ' ''° cSS1 TELEPHONE: (904) 247 -5834 7 % ate te 2 FAX: (904) 247 -5843 1 ',, 4 -) SUNCOM: 852 5834 J SUNCOM: � JAi!" PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # o4 - 2 6) 2 6 3 Applicant: 13 5T CVT\I 10 ME. € J Address: 931 rf)? I\P) S E Cv UAK Project: 1`1IW MNGL'E FAM1 LI ¶YN 1-1 -1)'1 C� ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Prior to issuing building permits for individual lots, a Certificate of Completion is required for publicly owned and maintained improvements (water and sewer). City of Atlantic Beach Land Development Regulations Sec. 24 -235 Lists requirements for issuance of Certificate of Completion. Site plan, topographical survey and drainage plan required. Provide erosion and sediment control plans with details. Building permit application references 931 Paradise Circle, plan review comment sheet references 931 Paradise Court, and plans reference Lot 3 Paradise Preserve, Siesta Cove, Jacksonville Beach. 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. Review I �*ck Carper, P.E., Public Works Director Date /7/2/X - l! Signature Contractor Notified Date DEPARTMENT SANDPIPER OF PUBLIC 4NE WORKS t v.p. 1200 1 ATLANTIC BEACH, FLORIDA 32233 -4318 s7 i : "<'` " r' TELEPHONE: (904) 247 -5834 .: -. x3, A . FAX (904) 247 -5843 ("P° . w r c t a = sr) SUNCOM:852 -5834 r °" http: / /ci.atlantic- beach.fl.us 4'15 PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0 4 - 9. Applicant: ,€ ST CON )401F5 Address: 31 I ARAn C00 )2T roject:. 1'1 SNGLE Fh 1ILY P`ITLUNG ❑ Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. A Your penult application has been reviewed by the Public Utilities. Department and the following items need attention: i,,J4 - rEe + mac ",..re 'T4pJ A-fiE ex \.ST WO CO , Gl . o 464a04 L ___eca..e.d.444.4, (. ,. i -.41.......,.„-; 1 .....1.4.4. 9 ..�� .L� ii / / ... Q l' i ?4 �! i�� -- ��! 4 - :tea.' %.,,,.4',A ✓.�L L �.. -a.t. .....L. / Le -.a.. 1L� -t // ' 4 , 7 "'" _v..l - , 11 ',L.) i �� t�l � �<I qtr L�•�.Il- i i,� �'l -VV .LIL . Ott �e ' / / / i� /1 , �/ � _ f -- / , . - ` u-se. ' ., i 7 / min. i r.7 /I- Please sub i t these requirements to the Public Utilities Department, 1200 Sandpiper Lane, 7 Atlantic Beach, FL 32233 in order that we can approve your application. If you have any IpxL questions please call (904) 247 -5834. , � a C � o . Review:. b Donn. luzniak, P •lic Utilities Director d Date 7/- /(tf - 0 Si,....__. Contractor Notified Date 1 a 1P ,c <1 7/p(/ e f� CITY OF ATLANTIC BEACH . BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND . DUPLEX CONSTRUCTION) I Date: (i v- Job Address: f( i( . , >(_� � _ k ( �; He 1:1 °l( Owner of Property. # I 41 -1-C,.._ ` 1 1 I 1 9`� { * I ` ; Telephone: `i" _ Address: t � Legal Description: Block Number: o. Lot Number: 3 Zoning District: puD S ta t e License Number: .. � � � `.� � � � l� � ' � � .` �`� Contractor: � . Contractor's Address: 1 t 1. . . lit Telephone: ,_.. `� l ' j: `�' Fax: { � } t �ry y'j Describe proposed use and work to be done: N ( f , . �° � sr' Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? f If yes, please submit with this application. Will thi roject 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. E • . Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 -247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road - Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atiantic- beach.fl.us Revised 1114/03 Page 1 Jan .11. 2005 3:58PM BESTCON, Inc. No.0814 P. 1 FROM 1 CL ARSON & ASSOC I RTES FAX N0. :904 396 261 3 Jan. 11 noci 02: 03PM P3 MAP SHOWING PLOT PLAN OF LOT 3, AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOON h PAOEI 31 THRoucEr A/C OF THE PUARUC RECORDS OF DUVAL COUN7v. nom,. _ FOR: BESTCON. INC. GEARING REFERENCE: HARM 5NO1M4 ON RIGHT -OF -WAY UNE HEREON IS THE SAME AS SNOW ON THE ABOVE MENT10NED PLAT. LOT ,4RtA: Co /(02 50. FT. /MPE. V/aLI5 ogeRA : 24 56 5 (4• / LEGEND: U G *AY © now not MEET GUM 1RIPLE OAK C Q U77'OAJ /4G,14/.1) D E V Ve 0 !nE °' TNN MET 0th /rROSinN�saO /yENr SWwn w�tHVT Moot X P .4 A 7 "C" - LANDSC PE do BUFFFR \ „,„,u M,Rne MAMMA �"� - ' gy p : \ 0 MAGNOLIA �`... \ t`fl 0vaf mar. f f s % S89 •4910E 55.00 , °" was- 9-1' ' ll - _ �IIh/ aQT' as - "- '� T (1 � - 7 - - �� 1'J an 0 r —1 = ,0 x, ' LOT 3 I l• 1; NIT name .„ II.�I1.�.A>n. INC In! Tq J X2 4 ,,� (14') a im sa. wT01w. a l.m#4 %., LAMM 7. 6 rA!R►C 3T7 t' FAN7 ?• 7N: ran 0 7-5" 10.A' k In N 0 f' N ... 4: "VC ' SIESTA COVE' (7x') v a n GARAGE LEFT q a W I-.. F.F. EL. =(121) V p o 00, 8) IN X37 pi 0 !r g 2 so a n ° § 7.5• 1 b 14,0 7.S K 1 COLEIMA PORCH ---r N N ' 4) l `` ( is. �� /: PC 150.24. 4 /rV ; 89'50'2 ''w 55.00' 68.52' PT 0LIMPSrrat '' FOKr-or - t PARADISE CIRCLE (PRIVATE 50' R/W) 931 r- Peacawn.ris, Q2 . TYPE ''B 0.2,4/'.0 A -17 -04 REVISED PLAN TO G,1/4G LEFT H M INC LOT SUM HEREON APPEARS TO LIE 1 11000 ZIC ':e AS MOW! ON TIC /Lapp INSURANCE RATE CL ARSON PREPARED ST1 MMU NAP, COMMUNITY MIND. NA 120077 - 00010 . OATEO T7 -88. CIJRSON AND ASSOCIATES. INC. HATE ,11.11 Y 7 PROFESSIONAL LANO SURVEYORS 2004. '04.) NAWU AV[NUl. SCALE: 1" >s 20 JACKSONVILLE, FL,. 32007 Received Tile Jan.11. 3:12-PM SL r r S �' s CITY OF ATLANTIC BEACH art,, FLOOD PLAIN DEVELOPMENT INFORMATION Location: q 31 1' o rc I s -- k t'.. h e Type of Development: N(LL S I' t /L� t�C n i ( d l,Vl Flood Zone: r-- Required Lowest Floor Elevation: !? - / If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ord s affecting the proposed development. Applicant's Signature: t -'U Date: 1/ / 9(0 V 1 Department Use: Required lowest floor elevation: 5• As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 „, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: / ” / 7 " / Address 9.3 ( & &,01 40/S ( ( - / t s,f Heated Square Footage ?. 3 V ( I @ $ per sq ft = $ rage Shed 5 S @ $ per sq ft = $ Carport orch 3 3 Y @ $ per sq ft = $ or Deck (cr$� per sq ft = $ Patio s @ $ per sq ft = $ TOTAL VALUATION: $ ec / .2 9 Z $ Total Valuation 1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1 /2 Filing Fee $ FLOOD ZONE: X (14. () Fireplaces @ $35.00 $ IMPERVIOUS SU ACE:, S 0 7. BUILDING PERMIT FEE $ • WATER IMPACT FEE $ G ( 0 . SEWER IMPACT FEE $ . WATER METER/TAP $ Yr . CAPITAL IMPROVEMENT $ 3 2 S SEWER TAP $ t) , . C MS) RADON HRS .0050 $ SECTION H PAVING ( ) $ 0 . CROSS CONNECTION $ 3 5 , . STOP6) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 c. D. Ford CITY OF ATLANTIC BEACH T � . Doerr s fr -- `j - BUILDING / ZO DEPARTMEN ' j' '� � B UI 800 Seminole Road s Atlantic Beach. Florida 32233 1 E: (904)247-5 (904) 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04 9_9 6 3 i. Property Address: 91 s,Nw)1 C0m Applicant: M.51 co N H I Project: Nt vi 5 \N G tS V11 t. P V'I U' This rmit application has been: Approved ic;z1,,,,.....,__ _- Reviewed and the following items need attention: "."4111lif' Ailla I "1 :1111111 _ _ . . -...4.4111r-A4 I A I I I IMMIIII"Mer/441 �, rr 111111111MMMIVA A - 0.. - 0 -I- 0 - t - A , kir" . ., Please re- submit pplication when these items have been completed. 0 'o q" 40 Date: By: /— / —65 r 41 ' #4,4 4 CITY OF ATLANTIC BEACH '; "4. s 800 SEMINOLE ROAD t„) t - - , 4,; 4 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029263 Date 2/15/05 Property Address 931 PARADISE CIR Tenant nbr, name NEW SINGLE FAM DWELLING Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 284292 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON, INC. 4400 MARSH LANDING BLVD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246 -3747 (904) 246 -3747 Permit W /W /O PLUMBING PERMIT Additional desc . 19 FIXTURES Sub Contractor . DON HARRIS PLUMBING Permit Fee . . . 336.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 336.00 336.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 336.00 336.00 .00 .00 , PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. e 1464611k fi ttoViitho... A " BUILDING OFFICIAL �s%vp,.. CITY OF ATLANTIC BEACH 04 ,. y APPLICATION FOR PLUMBING PERMIT "' z 800 Seminole Road v~ Atlantic Beach, Florida 32233 "d011 >. (904) 247 -5800 W/ f() / C) ti qd/ -- aiia9(Lst_. Job Location: `- Owner of Property: ��, ,e- ` Ok/ Tel i / lD `. / I - Y Telephone: Plumbing Contractor: A - tizi?J(,/(2 1 , Ci -YY) • a Contractor Address: ' 4/a- 6 / / / , ddress: State License Number: Telephone: 9 -6 vac How many of the following fixtures: New or ❑ Re -Piped / „ SINKS • / SHOWERS LAVATORY / WATER HEATERS BATH TUBS / DISHWASHERS (,,5 / URINALS / . DISPOSALS a CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS / / SEWER / WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $3 .00 /7 ' 3 L :Y Total Fixtures: = , X $7.00 + $35.00 i r 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 r MA Nu. • 7W4 Jb GbJJ Jan. Gti 410104 {9J : 14 4rn re 1 CO v CS.,:, Tw .S 0 W jr . ^ - '.•may, O H 1 - r ' _ I_� 1 n j.,(_ PLAT Dow +q PACE B! 1 s _.° ± ! t-1 _ i r-1 cil .3 E-. < a d v Z. ra v3 44 \,... ....._ to P SE dovE OW p 4 surf, PAGE 184 ptAr rA 89 : 82 A ID _ 4 4.1 L to ‘4-0 ps - +r LT' car' �- b N. tc%("- ( , C •=.- 4 7 ) D4 c.) ila 0% Cr v 14 10 14) 0 41 a CI `t at = Q� cg w 41 Qont i Cnt 4.1 - ` --- 0 0) TT--; w t ° ( 944 CA. ; R i V• 0/ CQ-.1' q f`• f. • ( ' tn �/ o tx at ti r- 4 p co 14 I . • } V,- +'"'`�i - �� i .3V. cnur, j . N a ' " r r �` �a y 1.11 0 ( ao it w U3 >4 O E-• ...,4 J �, t/3 142 - 1 • / r r � 04 q w x / f v w f' Received Time Jan.28. 4:18PM \ \ t. w,,.., ` r u s s1 CITY OF ATLANTIC BEACH ' 44, 7' 800 SEMINOLE ROAD ;-.1: , :L !.--) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029263 Date 5/02/05 Property Address 931 PARADISE CIR Tenant nbr, name NEW SINGLE FAM DWELLING Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 284292 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON, INC. 4400 MARSH LANDING BLVD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246 -3747 (904) 246 -3747 Permit MECHANICAL PERMIT Additional desc . NEW HVAC Sub Contractor . CHAPPELL HEATING & AIR Permit Fee . 115.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 115.00 115.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 115.00 115.00 .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 MECHANICAL PERMIT APPLICATION Dote: q— L ;gS'f' 1— Property Address: ( 3 j l i C �. U ! ` a r ..„ `c lc., Cr- -. / J Owner: Si e C r'1 Telephone #: / (c- 37 �/ 7 Contractor. CI,Vxcin o.L� 11 I\ S A c 0 1) r Telephone #: 1A'1 13 L L i Contractor Address: % t J . .' % 'I. // ' 0.- Fax #: - L i ) `3 9 Contractor Signature: � l 1 e. `.. ...„2/ in consideration of pcmit gives for doing the work at - - ' die e above tarn, we hereby woe to pedan% said work in accordance with the attached plrr and spacifioatioaa'.hick are a pee •1•'Ir and is accordance with t u City of Atlantic Beachardiaances and standards of flood practice listed Mond n. Type of Heating Fuel: Nether construction is being done on this building or site„ list the building ptxtait number. Electric / Q Gas: _LP Natural _Central Utility r) t_� — u (..j c. 0 3 CI Oil O Other - Stecify MECHANICAL RQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _ Space _ Recessed Cesntral _ Floor ' Residential Air Condidoning: _„_ Room Central i Duct System: Material Thieimcss 0 Commercial Maximum capacity 2. DC C.J cfm Q Refrigeration New Building ❑ Cooling Tower: Capacity Rpm O Existing Building O Fire Sprinklers: Number of Heads ❑ Elevator: ManliR Escalator (Number) 0 Replacement of Existing System O Gasoline Pumps (Number) O Tanks (Number) New instillation O LPG Containers (Number) (No system previously instil cd) O Unfired Pressure Vessel 0 Extension or Add-on to Existing System Q Boilers O Gas Piping II Other - Specify O Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING. REFRIGERATION EQUIPMENT & CONDENSOR'S APpuving Number Units Description Model tt Manufacturer Tod s Agency 7 I is E?r7 . -it, . )J? 2 U& 1 /? - t ` ' C -- L. C. 1 (0, .7 c o/ 2.4%3 C 7Y /�-t_ .3 c:-' t ._ &PATRIC — FURNACES. BOILERS. FIREPLACES R AIR HANDLER'S Approving Number Units Daaiptior Model M Manufacturer BTU's Agency / Tgi _ it % t= ° /v L ei" z C i l / / t /- -- i &:-e•-, 4 2 _/ 4, 1 -e-- .5 61 L.-- TANKS Nominal Capacity Type Liquid quid Serial Approving Haw Malty k Ditaensiees Contained Matudlicturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247-5800 • Fax: (904) 247 -5845 • j ttto : / /www.d.atlnntic- beacb.fl.Us Revised 1/04 b'd ir 22I -iv 2 (b06) auRema dEb:2I SO 82 JdU 'Si J`L�r j CITY OF ATLANTIC BEACH :� - : 2 800 SEMINOLE ROAD ` ATLANTIC BEACH, FL 32233 `� INSPECTION PHONE LINE 247 -5826 Application Number 05- 00030921 Date 8/08/05 Property Address LAWN SPRINKLER Tenant nbr, name Application description . . IRRIGATION /SPRINKLER Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BESTCON INC. H2O MANAGEMENT, INC. 4400 MARSH LANDING BLVD, #6 3731 C.R. 220 PONTE VEDRA BCH FL 32082 MIDDLEBURG FL 32068 (901) 246 -3747 (904) 282 -6413 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904.247.5834. Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN DES. 4III4, C * 1111A BUILDING OFFICIAL CITY OF ATLANTIC BEACH f' PLUMBING PERMIT APPLICATION ' ‘I, ' , '''"14 °ten Date: Property Address: o .g> PA -A--DI L`' G°- i R-- Owner: j 1-Ces ..��h,e Telephone #: ,.W4 -- 7(-/ 7 Contractor: /-4-9 0 /74/ 1A-GE'rvieril __L / Telephone #: {0 Contractor Address: 373/ C -,L_ ac.., Ill ere v i5cwet6 -- 'Fax #: moo? - 11c1/3 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. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, Pre New list the building permit number: ❑ Re -Pipe O 4 / — 0 9 a ea 3. Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters 1/ Other LAu»'J S pAitioed Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = U ' 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : /iwww.ci.atlantic- beach.fl,us � �s H ∎ x , � `= L CITY OF ATLANTIC BEAC ii.*: lc, j 800 SEMINOLE ROAD ,r u PI ATLANTIC BEACH, FL 32233 ! 3 __ INS PECTION PHONE LINE 247 -5826 . 1131 05- 00030452 Date 5/31/05 Application Number 931 PARADISE CIR Property Address INSTALL TANK Tenant nbr, name MECHANICAL Application description • . M M O BE UPDATED O ATO N Property Zoning 0 Application valuation . . • • Owner Contractor BESTCON INC. SAWYER GAS COMPANY 4400 MARSH LANDING BLVD, #6 98 PENMAN ROAD PONTE VEDRA BCH FL 32082 JAX BEACH FL 32250 ( (904) 246 -3747 (904) 246 -6471 Permit MECHANICAL PERMIT Additional desc . Plan Check Fee 00 Permit Fee . . . . 70.00 0 Issue Date . . . . Valuation . . . • Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Clik BUILDING OFFICIAL ,: CITY OF ATLANTIC BEACH 1=4::,,...,,e- MECHANICAL PERMIT APPLICATION <7.0:1 Date: / 3 1) 0 -S Prope — y Address: 3 1 P12 9., .S. (-4P2 r' , (-e Own er: 1� 5 (O N.1 �c1ka4 • Telephone #: Contractor: ..5Prl,J 66s Telephone #:( ' (: 1 Contractor Address: 91 &x -rJ- PE ,SAO Fax #: Contractor Signature: 71 ' ��. In consideration of permit given for doing the work as described in a a bove 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 ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ Electric ❑ Gas: _LP _Natural Central Utility ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _ Space _ Recessed _ Central Floor A Residential ❑ Air Conditioning: Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration New Building ❑ Cooling Tower: Capacity _ gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers N Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 1 ZSa (r i1oa }7i4)e. J\Sfn 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 BESTCON, INC. Record #: 8266 Check #: 8046 Date: 10/04/2005 ectio Description: 931 Paradise Circle, Insp Amount: 70.00 Vendor#: 323 Payee: City of Atlantic Beach Address: Atlantic Beach FL 32233 -5445 111 -DI■y rr NOTICE ii i eitiggs",+ OF "A RIO ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE R3 I Q&io C rk SIN l os THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the 'ob will be acce.ted. I '1 0 •1Th,C.11A,24 -L. RAW c 5 t 2.ox. O 'ili ill 0 1 zoos 35.00 REINSPECT FEE fl NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC at 247 -5826 for an inspection. Office MECH hours are Monday through Friday PLMG 8:00 a.m. to 5:00 p.m. rv - ` ` - P ° 05 OF A �` ti0 CORRECTIONS CR � ONS REMOVE D O NOT R .* DATE JOB ADD ."2 3 1 `? 2IAS:M 6 Co 1 ( THIS JOB HAS NOT BEEN COMPLETED The following additions or c o r acc shall be made before the Vi II t t % t9 _ — Oe IAA .c ' '` — \k g/ u3 etc -4-' Q C !,.,_ t is - rte , c WAS c' IJ $26.00 REINSPECT FEE E] NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or o f t h e persons, to flooring, cover to lat h, earth be or otheremateriall,, until the work with floring, rove the proper inspector has had ample time to app installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC --- at 247 -5826 for an inspection. Office MECH______ -- hours are Monday through Friday PLMG__-- 8:00 a.m. to 5:00 p.m. No.0811 P. 1 Jan.11. 2005 3:52,P111 BESTCON Inc. FROM I CLARSOt1 & ASSOC I RTES F' ': I'$). :904 396 2633 Jar . 11 2.005 02' _ _ °11 P3 MAP SHOWING PLOT ... PLAN OF LOT 3, AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK si., PAG$$ .3'I T}lROUG -f A/C OF THE PUBLIC RECORDS OF DUVAL COUNTY. FLORIOA FOR: 1,ES CON INC. ARING REFERENCE: 8CARIN SHONN ON RIGHT - OF -WAY LINE HEREON IS THE SAME AS SHOMN ON THE ABOVE MENTIONED PLAT. OJ' /a (l a�lz F LEGEND: IMPERWWOL15 AREA' 28 510 e6+. F T ( G "v C o V; TY°IB LIAR MET MAR ( 3 TRIPLE OAK � MN WET 04/10 PD urron/ iS444 0 OR/ Ve CI uvt OAK �0� SWAMP WALNUT r P•ld 05I e" /s40,ARENY 51 L7 FEA14Z -N. �y X — .4 _ --.}- t sI'C YM4UC At PALM • 9 0 TUN 10•P.• MAGNOLIA ' A T "C — LANDSCE PE & B[IFFFR -J rnrFL4 Gnyn d MAGNOLIA mac nv a � 110 D in N rus•i ---.�. "s ` v f luoo Kar CAMPHOR ,°' S89 °49'10589°49'10T 55.00' CAMPH 1. (435"".7 MADE I ' iru i t2,) / • Lf_j(1 IT aRL (7 NCTE 11CNtl1 r< 311.T WE O TO IS A • I 0 LOT 3 w as s Ga C + (fe I •n �" . tr t.: www IN ' v � 1 1 • ati JOBS 1., Aar ENIANNING NEE y E COPY N 124 LANAI o m LAN. Km a l r ulfteu. ON tie 715. (t4') 15. 10.4' i* p4 2. FEN[:[ LI YAIL C5 o iNi (97 N AI° "SIESTA COVC (-7.3 .4- `V : ( ?^ GARAGE LEFT . 2 5 La o F.F. EL.= (12.1) 0 a in (Jo, 0) IN (37 N $ z so.s' r be 5 V) 7s' 4 I 14,0 7,S a) s R. t1NL ( I0. r , 1 PC 150.24' 611 r 89 °50'2 s : _ _. P. �' i 68.52° PT PARADISE CIRCLE (PRIVATE 50' R/W) 93 ( - t A - m 1' , Q Q - TYP - .'B p?AiN, R -17-04 REVISED PLAN TO G/.IP,4G - L Tak THE LOT SNOVte HEREON APPEARS TO LIE 1MTHIN FLOOD EONS "%" AS SNOWY ON TWWC IL060 INSURANCE RATE �* PREPARED n 1 NAP, COMMUNITY PANEL NO, 1'r2o077- coma OATED 4- 17 -89. CLAIRSOA7 AND ASSOCIATES. INCA PROFESSIONAL LANO SURVEYORS n &Tr .1111Y 7 , 2004. 104.3. NAU)D AVENUR'. SCALE: 1" = 20' JACKSONVILLE, FL, 32207 Received Time Jan•11. 3 :17PM Building, Planning & Zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: I 0.4. 0 Contractor Name: 0-..-- l l Permit #: `) ' — (9 v Property Address: -t n 1 P Ot° CrC 1 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: /•?, 0 (�' Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works 10 . 4. Q to - - b i' ) eL7 Planning Dept. /Q.5 . () /i Ub -o 3 aL7 Building Dept. 10 .7. /0 10 - d f � i 1.�.- f;iI.ii` �Ib.4 10.5,QS" 5-. Final Survey with FFE Yes All Re- Inspect Fees Paid Yes D' Page 1 of 1 Cunningham, Kerri _ ______ From: Walker, Chris Sent: Wednesday, October 05, 2005 2:08 PM To: Cunningham, Kerri Subject: RE: Request for CO inspection Inspection was good. From: Cunningham, Kerri Sent: Tuesday, October 04, 2005 3:37 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Subject: Request for CO inspection Jeremy with Bestcon has requested a final CO inspection for 931 Paradise Circle, Permit 04- 29263. He can be reached at 509.0159. Thank you, Kerri 10/5/2005 Page 1 of 1 Cunningham, Kerri From: Clemons, Malcolm Sent: Thursday, October 06, 2005 9:21 AM To: Kaluzniak, Donna Cc: Cunningham, Kerri Subject: RE: Request for CO inspection Donna, Inspection completed - GOOD - Malcolm From: Kaluzniak, Donna Sent: Tuesday, October 04, 2005 4:39 PM To: Clemons, Malcolm Subject: FW: Request for CO inspection From: Cunningham, Kerri Sent: Tuesday, October 04, 2005 3:37 PM To: Carper, Rick; Kaluzniak, Donna; Deming, lames; Nodine, Phil; Walker, Chris Subject: Request for CO inspection Jeremy with Bestcon has requested a final CO inspection for 931 Paradise Circle, Permit 04- 29263. He can be reached at 509.0159. Thank you, Kerri 10/6/2005 'Owner: pec Lot 3 Paradise Preserve SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 7/21/2004 CONSTRUCTION JOB ADDRESS: Lot 3 Paradise Preserve 931 Paradise Circle Atlantic Beach, FL 32233 All Items may not apply. (Mark those either "In Allowance," "Owner Choice," Not Applicable - "N /A" or None. 1. FOUNDATION: FOOTING- Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING - Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL - Material: N/A If Concrete Block -Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS- Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS- Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD - Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A ,, CRAWL SPACE - Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE - Material /Size: N/A Material over Tile: N/A it e. FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A p Op Foundation Insulation: N/A R- Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS- Material: N/A Size: N/A Span: N/A COLUMNS- Material: N/A Size: N/A Spacing: N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, R. 32082 Page 1 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 2. FLAT CONCRETE: BASEMENT FLOOR - Concrete Mix or PSI: NO Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A I Vapor Barrier: N/A Finish & Curing Compound /Sealer: N/A HOUSE FLOOR - Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish & Curing Compound /Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES - Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish & Curing Compound /Sealer: Broom finish SIDEWALKS- Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3' wide Finish & Curing Compound /Sealer: Broom PATIOS- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound /Sealer: Broom DRIVEWAY- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16' wide Finish & Curing Compound /Sealer: Broom IF REINFORCING REBAR -List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS - Spacing:' /2" x 10" 32" O.C. Location: At perimeter EXPANSION JOINTS -Type: None Location: N/A CONTROL JOINTS -Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and /or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32062 Page 2 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve Framing Materials: Sill Insulation: Foam Termite Shield: N/A i i Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions (front) & Mainstreet Size: Varies (Sides & Rear) Roof Sheathing Material: O.S.B. Size: 7/16" x 4 x 8 Flitch Plate Material /Size: N/A , Bolts: N/A Nails- Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade & Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill /Rim Joist N/A N/A N/A N/A 1st Floor -Floor Joists N/A N/A N/A N/A 2nd Floor -Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters /Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce /Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce /Fir /Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce /Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing /Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 3 904 246 -3747 • Fax 904 246 -7126 Owner: Si:lec Lot 3 Paradise Preserve Exterior Trim Material /Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3 -1/2" vinyl decorative trim Door Trim 3 -1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer /Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness /Size: Spacing: Nails: 1 -1/4" galvanized Felt: 15# Size/Weight: 36" x 15# Nails: 1 -1/4" galvanized Roof Edging: 6" pre - painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26# x 18" galvanized Roof FansNents: 6' steel off -ridge BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 4 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 6. STAIRS: LOCATION JACKS " TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand /Model /Material Size Thickness Hardware Front Generic 6 -Panel Metal 3' -0" 1 -3/4 Stanley Rear /Garage Generic 6 -Panel Metal 2'8" 1 -3/4" Stanley Sliding /Patio KINCO M50 6' -0" 5/8" insulated Garage ROLL -LITE Model 110 16'x7' 2 -1/2" ROLL -LITE Other: BESTCON, INC. 9400 Marsh Landing Blvd. Ste 6 CRC - 022365 Pante Vedra Beach, FL 32082 Page 5 904 246-3747 • Fax 904 246 -7126 Lot 3 Paradise. Preserve Owner: Spec 8. INSULATION: Location V Material Thickness R -Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3 -1'2" 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9- 114 " /13" 30 Kraft -1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer 84/or Material Style Size Doors Generic Hardboard 6 -Panel Varies Casing Generic Finger - jointed white pine WMP -256 2 -1/4" Base Generic Masonite WMP -623 3 -1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger - jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET - Antique Brass Dorian Varies Door Stops Generic - Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 6 904 246 -3747 • Fax 904 246 -7126 Owner Spec Lot 3 Paradise Preserve 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Method of No. of Coats Room Material Thickness Installation Walls Ceilings ALL WALLS Sheetrock ,� Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/ Popcorn or �/z " Ceiling Nailed 3 Knockdown Texture Finish- Walls: Smooth Finish- Ceilings: Popcorn or Knockdown Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material /Style or Over " " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, R. 32082 Page 7 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER' STYLE TOP BACKSPLASH HARDWARE 88/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color /Painted: Per Color Sheet Metal Lath: w /felt Other: Stucco at foundation only BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC-022365 Ponte Vedra Beach, FL 32082 Page 8 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump /Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30 -1A A/H A30 -05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R -6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex -duct R -6 Return Air Ductwork Material: Fiberglass R -6 Insulated returns: Flex -duct R -6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One -way throw -11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 9 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 14. PLUMBING: Waste Disposal - Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply - Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve -Make & Model: N/A Gas Supply- Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3 /" House to Water Heater CPVC SCD40 Glue 3 /a" House to Bathrooms CPVC SCD40 Glue 3/4" TO "A" House to Kitchen Sink CPVC SCD40 Glue 3/4" TO 1 /2" House to Refrigerator CPVC SCD40 Glue 3/4" TO 1" House to Dishwasher CPVC SCD40 Glue 3/4" TO 1 /2" House to Ice Maker N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 10 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve Gas Supply `Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom- Fixtures Description -Brand Name, Model Number, etc. Master Bath Guest Bath Bath #1 Bath #2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet & Control DELTA D- 1324LHP/H71 /A7 2WH Lavatory Faucet & Control DELTA D- DELTA D- 2521 LHP /H22/A2 2521 LHP /H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV -60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops /Shutoffs: @ all lavatories, sinks, & toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 11 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve Fixture Description -Brand Name, Model Number, etc. Size /Other Kitchen Sink Eljer CII 33x22 4 hole 33" x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook -up STARITE PVC Laundry Tub Laundry Faucet/Controi Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company- Overhead: N/A Underground: 150 amp Panel Box Manufacturer & Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name - Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 12 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove # 8 copper 50 amp Yes Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond. /Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept. /Outlet -Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 13 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 110 Voltage Wiring Detail: Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Kitchen /Nook 20 amp #12 CU 4 4 15 Dining /Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC-022365 Ponte Vedra Beach, FL 32062 Page 14 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 110 Voltage Wiring Detail (continued): Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan /Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood /Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre -wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609 -30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602 -11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114 -15 4 Bedrooms Progress 4609 -30 4 Halls, Closet or Laundry Progress 3408 -30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress 5846 -11 1 Front Porch (O /H) Progress 5805 -11 1 Kitchen Sink (O /H) Recess with open trim 2 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC-022365 Ponte Vedra Beach, FL 32082 Page 15 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW #30b Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW #200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW #350 2 - coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks /Downspout Extensions: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC-022365 Ponte Vedra Beach, FL 32082 Page 16 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 18. CERAMIC TILE: LOCATION FLOOR 'WALLS BACKSPLASH TUB /SHOWER OTHER COUNTERTOP Kitchen /Nook VINYL Master Bath VINYL Owner's Choice To 7' -0" AFF Guest Bath Bath #1 VINYL Owner's Choice To 7' -0" AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment 1 Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre -wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w /battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 17 904 246 -3747 • Fax 904 246 -7126 Owner: Spec Lot 3 Paradise Preserve 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after. or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and Model /Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee -Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 18 904 246 -3747 • Fax 904 246 -7126 c 0 Ei a . i . a M . o6a-1 rt W a rt O N c 0 N it fD M , 1 n N W 0 0. O N W I � ' n m a, � o m 0 c-) �o TI Y \/ > N N > K 0. l g F. m a: a�, z.Nm n W N P m n N W a n y O i 1 R w "null c 03 to gi D n 2 tt -� n s rt n Y? p 3 o O u Z w T! N a' O O c H. or n `` M g in i q Q —}—�— SEAR[NG HE[GH T :;;,HEDULL A 1q -a :':4.2 : :: 24 -S -14 y ' -0" / _. 10, 1: iI I— I— I— F- F p p p � y a o 8 ; : : 4 G ERp i I J Art /O. L L LS .�Q� Jkkri 3 �� OF r I 7 E3: T 5 d 9 L -f1 1 ¢"� S ap, / CTM i;�j •\p $ t J D j'.. Ri V .� t- i' I, �-r.Yz1 ��L ++ �� D "'"" MGT rrg f F; `. crag '! L. � ; .. ' . �i: in c^,r o; 1 t i, on. Ni-, :� : ., 76.. EJ01 1 y C i$ ^ ^ " \ tiny ) a a r =,, EJ01 ,, ,ti ,;;r;t, EJO1 •=6,, 9,7m;,-,;•;:t ski _ <k,-, , t ,e 9a e4,', OAP iiiiaiiii�iiii�iiioiiiii hill . ,,m ; `q : .Q. p 3 q „ .,- v,.:4% t ...; elm NOTES: 1) REFER 10 HO01(VEL0N1g?ATWNIFOR MIMING MrALLATJON AND 'WORMY DRAMS) E J02 ETON EKED GRAMN@5 FOR PFIGWENr 2) ALL TRUSSE 1E555E5 MR VALLEY N.SN15f OE WIDELY �' Ef TR DECKED OR REFER 10 DETAIL VX/5 FOR ALTERNATE DRAONSREOLIRENEYTS. EJ02 HALL VALLEYS ARE 10 BEGONVENTIONALLY FRAAEO DT BLAME 4.) ALL 17155E5 ARE UE QED FR 2' os. EJ02 IAMBI SPAWA.LN.E55 011111715E 1471ED, 1.) ALL VALL5917MN ON PLAGE1HJT FLAN ARE G1140IOEREO TO DE LOAD E,702 BEAM IN.E93011+1111 E NOTED. 6.) 5Y42 111J56E4 WV' DE 1451ALLED OA rorAri.wi■iaiiii iiiiA.ii . ii E 1 TM THE TOP KM DP. . 74 AU. ROOF 111)55 11ANSER5 TO DE 511P50N I V55 UN.T55 OTHERR£E NOTED. ALL • - AIM T71155 HANDERS TO DE 511P50R1 EJ01 1H■412 ur.ESS 011-604E NOTED. tv N O .)DENa1DEADEAN LI..PM)TO DE 1 E701. TURNP5N ®DY MUM. En1 NBuilders F)rstSource 4701 Bunnell • G WE :376 - 4.37 -3349 FAX 396 -437 -3994 C102 dackyonvrI le PHONE: 404 -77 2-6100 FAX: 904 - 172 -PIT5 4703 Lake City R4O4E: ',6 /-777-8914 FAX 713 8 - 755 -7A73 . I s N PHONE : 407 - 322-0099 FAX 407 - 322-995'5 w 6 m n. a l o .d- R V F - F 1— F J.. d U 'U DLILDEE t3E5T -GON LEM MITI 1: • / 7a -0 / Ink kensim SIESTA COV 5G41: NT5 NE: MIT; All 05/16/04 RW5 (.1.4,9% LEDGER 7' -o_ / 4' -94' 42_4. . l i i j I _ _i i I_ii ►�8 t iEAliL IN M .0\1111 _ ii,_�- ICI- I- I- I � M � i - - _.>.... N EICI3 Fes. _ /ME Ani E.703 c.704 i 137,Z■ - M. , l a:: PI ill L I T26 ; I PI . .. V V V P a. I.I —li y —I F irs {i= • xi • NE j , �: i, S➢IRT LAT 1:°2 4 .. di 1 II II .1 Ego 1 III E701 ETDi F ma cal / ,PIWYEY,I/M4. A•4/41 IWIII" wir.o unErmAr a 4 rr, Q P'! r- 1r 03 F h / T —Da JVJ V C - \C c CITY O F ATLANTIC BEACH 4 '" "' J 800 SEMINOLE ROAD 44. rry ATLANTIC BEACH, FLORIDA 32233 w INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029263 Date 6/07/05 Property Address 931 PARADISE CIR Tenant nbr, name NEW SINGLE FAM DWELLING Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 284292 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON, INC. 4400 MARSH LANDING BLVD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246 -3747 (904) 246 -3747 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . DYNAMIC ELECTRIC COMPANY Permit Fee . . . 105.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 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 4, PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a..., BUILDING OFFICIAL 06/06/2005 12:21 7268117 l' PAGE 03 :i ''' ram CITY OF ATLANTIC BEACH ~'`' U _ at f U'N ELECTRICAL PERMIT APPLICATION - 1 ' Date: 4 /4A'5 Property Address: 3 I paRZterat Cart • _ Owner: _ oc..e."' Telephone !t: ' Contractor: , ,,47, ,x '. Vito—C-- ' Telephone o: 759 64:0 Contractor. Address: Eteva ``'rt . 4. ee t Fax N: 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 stitched plans and specifications which are s part hereof and in arcurdance with the City of Atlantic Beach ordinance and stag o_moj 'a ice listed therein. - R ni: Be ng Type: ❑ Trailer Ser _._._. tf cater WOSCuchoa is Or New Residence ❑ Temp. New brink done n° this buildio Cif site, list [ha build,ne Old 0 Commercial 0 Signs O Increase Pesmilativnber 0 Re -wire GI Addition Sq. Ft. O Repair Ur i / p ' Conductor Size, 5: v COPPER 0 ALUMINUM _ � ' Switch or 1 RACE Breaker AMPS 4620 PH / W VOLT � WAY Existing Service RACE } Site i AMPS PH • W VOLT WAY _Feeders: NO. SIZE NO SIZE NO SIZE -- _� � Lighting Outlets CONCEALED I OPEN ,. • i' ` ' ` Receptacles CONCEALED OPEN " j , -r an AMM 11 ap p1PS Switches Incandescent —_ -- Fluorescent & M.V. Fixed a.too oveg ; BELL I Appliances ?RANSFER. Air H.P.RATING H.P. RATING CEILING CEILING KW -HEAT 1 Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT I I � Motors t0-i H.P. VOLTAGE PH I NO. I OVER 1 N.P. PHS jDE�v _.. � OV L Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Sign - ___ __ __ ±.........—.-- i Miscellaneous _- - -- _ I _ __ _ _ J _ __ 800 Seminole Road • Atlantic Beach, Florid■ 322334445 �� none: (904) 247.5800 • Pau (904) 247.5845 • http :/ /www.ci.attantle- beacb.fl.us / . ,IL"fleg;LE- • CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Cartiticate issued pursuant to the requirements. of Section 106 of the Standard Budding Code certifying that at the time of issuance this s compliance with the various ordinances of the City regulating building construction or use. For the following tructure was in Address: 931 Paradise Circle Owner Bestcon of Jacksonville Atlantic Beach, Florida 32233 Construction Type: WOOD FRAME Use SINGLE FAMILY Permit Number '04-29263 • • Date: October 7, 2005 • DON C. FO , C.B. Post in a conspicuous space • • • CITY OF. ATLANTIC BEACH CERTIFICATE OF OCCUPANCY Trim s Cartlltcabs issued pursuant to the requiter, nts of Section 106 of the Standard Budding Cade certifying that at the time of issuance this shuctui Aras in • compliance skill the various ordinances d the City reguiathng building construction or use. For the following: • Address: 931 Paradise Circle . Owner Bestcon of Jacksonville Atlantic Beach, Florida 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: * 04-29261 Date: - October 7, 2005 • • C DON C. FORD, C.B.O. Post in a conspicuous space �;' ! • • CITY OF ATLANTIC BEACH • CERTIFICATE OF OCCUPANCY This Cermicate issued pursuer t to the requirententsof Section 106 of the Standard Budding Code certifying that at the tined issuance this structure vlaa in compliance with the various crdlnarrcas of the C ty emulating _budding otristruction or we. Far the foaming Address: 931 Paradise Circle Owner: Bestcon of Jacksonville Atlantic Beach, Florida'. 32233 Construction Type: WOOD FRAME • Use•Classifcation: SINGLE FAMILY Permit Number.. '04-2926'3 • Date: . October 7, 2005 • - 00N C. FO , C,B. I Post in a aoospicuons space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY • This Certificate issued purauant-to the requi trianla d Section 106 of the Standard 8ruiding Cade certifying that at the time d Issuance this atnrc . awes in G repienraw wilt the various =finances d the C*y regu6rtlng bolding construction or use. For the foilowing Address: 931 Paradise Circle. . Owner: Bestcon of Jacksonville • Atlantic Beach, Florida 32233 Construction Type: W000 FRAME Use Classification: SINGLE FAMILY Permit Number * 04-29261 Date: October 7, 2005 DON C. FORD, C.B.O. Poet is a coaepieucue space PERMIT WORKSHEET Certificate of Occupancy Job Address: 93 r-- 00- -1 N*5 C >Z Type Work: � R__. Property Owner: �Gatit Phone # Contractor: Z 37 (4-7 CS'-r t Phone # Permit #: p�-} 2:1 Z-4,3 Date Issued - ZB -05 Tree Permit # Foundation Permit # Demolition Permit # 09 BUILDING ELECTRIC #29 9103 MECHANICAL # 26 a PLUMBING # Z9Z4,3 Temp.Power # Footing f` . 0/-0D- JEA Release Date Temp. Power Slab 2 -2 Letter Recd. Underslab 2 -! -oS Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ Sheathing Water/ CO 1O, 7 '05 Sewer Framing Rough Rough/ g Rough Topout Insulation ..0 R.05 JEA Release Date Building 7T1 /� Final ,lJ/ c�_ Final Electric pi/ d� Final apical Q Plumbing tc y 7 (L -- JEA Release f /c Final Date Drainage Inspection: 1 Pool Permit # Inspections: Steel Final Elec. /Grounding I Final Roofs .rmlt # Inspect: Nailing /Sheathing I Final F pection: ..�•- , . Date Paid: Fa . nspections: l� f B01 �"�� 314 x 16 f /,, � �,,,�vr �r_��5 2 Pcs of 1 16" 1.7E TimberStrand® LSL TJ- Beam(TM) 6.10 Serial Number: 7003002154 User: 2 8/1212004 12:32:45 PM Pagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I 0, 10' 1'• Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 125.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 1158 435 5' 6 1/4" - BEAM ABOVE SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /UPlift/Total 1 Stud wall 3.50" 3.50" 925 / 1668 / 0 / 2593 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL 2 Stud wall 3.50" 3.50" 1039 / 1711 / 0 / 2750 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -2688 -2145 14933 Passed (14 %) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 8222 8222 31510 Passed (26 %) MID Span 1 under Floor loading Live Load Defl (in) 0.035 0.244 Passed (L/999 MID Span 1 under Floor loading Total Load Defl (in) 0.082 0.488 Passed (L1999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L /480,TL:L / - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone : 9046806250 Fax : 9047721973 TODD .BERRY @BU ILDERSFIRSTSOURCE.COM Copyright "' 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand' is a registered trademark of Trus Joist. 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Tributary Load Width: 2' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 125.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 969 998 4' 6" - B03 Point(lbs) Roof(1.25) 1158 435 4' 6" - BEAM ABOVE Tapered(plf) Roof(1.25) 0.0 To 172.0 0.0 To 64.0 0 To 4' 6" Adds To ROOF ABOVE SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /UPlift/Total 1 Stud wall 3.50" 3.50" 1741 / 2204 / 0 / 3945 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL 2 Stud wall 3.50" 3.50" 1519 / 2097 / 0 / 3617 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3883 3272 18667 Passed (18 %) Lt. end Span 1 under Roof loading Moment (Ft -Lbs) 12539 12539 39388 Passed (32 %) MID Span 1 under Roof loading Live Load Defl (in) 0.052 0.225 Passed (L/999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.108 0.450 Passed (L/999 +) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L /480,TL:L/ -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone : 9046806250 Fax :9047721973 TODD .BERRY @BUILDERSFIRSTSOURCE.COM Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand is a registered trademark of Trus Joist. 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Tributary Load Width: 2' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 125.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Roof(1.25) 1158 435 41/4" - T27 Uniform(plf) Roof(1.25) 300.0 113.0 0 To 4' 8 1/2" Adds To T26 SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live /Dead /Uplift /Total 1 Stud wall 3.50" 3.50" 1978 / 1344 / 0 / 3321 N/A N/A N/A Al: Blocking 1 Ply y 1 3 / x 16' 1.7E 2 Timberstrand 3.50" Hanger 969 / 998 / 0 / 1967 N/A N/A N/A Hi: Top Mount None LSL Beam -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking,H1: Top Mount Hanger HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 H1: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 3191 -692 18667 Passed (4 %) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 1925 1925 39388 Passed (5 %) MID Span 1 under Roof loading Live Load Defl (in) 0.004 0.106 Passed (L/999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.008 0.213 Passed (L/999 +) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L /480,TL:L/ -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone : 9046806250 Fax : 9047721973 TODD .BERRY @BU ILDERSFIRSTSOURCE.COM Copyright 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand' and TimberStrand"' are registered trademarks of Trus Joist. 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X ,.'b /£ 4 JO Sod Z v9 LZOOEOOL jegwriN leuaS0L9(Wl)wea8-rl 5,aui;-x1 rniu ysu.,,Y £08 "/1 Ni4 ,1) cr** C 4r~?bele . t B05 6.10 Serial Numb 0300 TJ-Beam(TM) 21 � 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL Pag.ng ineVer sion: 1.10 n : 1.10 Page 1 .3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 1 Engine Version: CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 I L. 8 12' 3 112" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 125.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 60.0 24.0 0 To 12' 3 1/2" Adds To GABLE ABOVE SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 3.50" 615/ 1099 / 0 / 1714 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL 2 Stud wall 3.50" 3.50" 615 / 1099 /0 / 1714 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 1668 -1261 18667 Passed (7 %) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 4985 4985 39388 Passed (13 %) MID Span 1 under Roof loading Live Load Defl (in) 0.027 0.299 Passed (L/999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.075 0.598 Passed (L/999 +) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U480,TL:L /2 -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone : 9046806250 Fax : 9047721973 TODD .BERRY @BUILDERSFI RSTSOURCE.COM Copyright "' 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand"' is a registered trademark of Trus Joist. T: \Mitek52 \Jobs \J84 \J84856F \B05.sms Sws' bog \39seber \b8r \sgor \zsxaq TkA. 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X „ tl£ Jo sad Z vs LZOO£00L iagwnN pin 01.9(Wl)wea8 -fl 1708 --111..;914vspip.7* B06 gy TJ- Beam (TM)6.tO Serial Number: 70030000214 54 2 Pcs of 1 3/4 11 x 16 11 1.7E TimberStrand® LSL User. 2 8/12/2004 2:18:23 PM Page1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J 11 . 11 .E1 14.112" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 125.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 245.8 73.8 0 To 14' 1/2" Adds To FLOOR TRUSSES Uniform(plf) Roof(1.25) 225.7 121.8 0 To 14' 1/2" Adds To ROOF ABOVE Uniform(plf) Roof(1.25) 206.0 88.7 0 To 14' 1/2" Adds To ROOF BELOW SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 4.11" 5037 / 3084 / 0 / 8121 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL 2 Stud wall 3.50" 4.11" 5037 / 3084 / 0 / 8121 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking - Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 7928 -6241 18667 Passed (33 %) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 27170 27170 39388 Passed (69 %) MID Span 1 under Roof loading Live Load Defl (in) 0.321 0.343 Passed (L/512) MID Span 1 under Roof loading Total Load Defl (in) 0.518 0.685 Passed (L/317) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L /480,TL:L /240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone : 9046806250 Fax : 9047721973 TODD .BERRY @BU ILDERSFI RSTSOURCE.COM Copyright R ' 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand is a registered trademark of Trus Joist. T: \Mitek52 \Jobs \J84 \J84856F \B06.sms sins ' \ \I'ar \sgor \zsNaTw\ L 'gstor snzy 3o gaumappza pazasc6az p si „pvpz�szagwiy ssaUtsng zasnasszsAsm p '7sror snzy Aq £OOZ U , 11T61z.{dop woo 12:139•aaol EL6LZLL1706: xed 0SZ9099b06 :euogd SZZZE ld `311IANOS>IOdf aA18113A3S002i 0999 S3A2I3S32:1d 3SIab2idd Sd8 £ 101 Al2:139 aaol NO0 -1939 NOIlVW21O3NI 2IO1t1213dO NOIl`dW2l03NI 103fOad . uoiloauuoo Aid aldilinw iol S3OIfJ S. / S.2l31d103dS fl 809 :aloN- •anoge pals!' pnpoid uollnqulsia fi aql 6uizAieue 0085 epo0 6 uiplln9 ao; pasn seM A6olopoglaw u6isaa ssaJl9 aigeM SISA1VNd SIH1 SaIOA NOIll111S9fS i3flOO iA1NO Si3flal2id 1SIOf Sl2j1 SISA1VNV SIHl •Allilgellene lonpo.id Jo; angeluaseJdaJ leolugoal fl ao Jailddns inoA q;lM i1oa40 •eigeliene'iipeaa aJe slonpoJd Ile IoN- •aleloossy fl a Aq paMainaJ uaaq jou seq Indlno slgl . Jesn 8JeMllos aql Aq papinoJd uaaq aneq suoisuawlp palels pue 'speoi ubisap Indui 'uogeoildde lanpojd oilloads aql •sanlen u6isap peldaooe apoo pue eualuo u6isap lonpojd fl glIM aouepJ000e ul pagsildw000e aq II!M weMllos sigl Aq slonpoid sli to 6uizis eql slueJJeM fl •(fl) lsiof snjl Aq padolanap aaeMllos wal Indlno sl paluesaid sls/Ieue ay' LLNb'12:1Od111 :S31ON lVNOIlIQdv 031S11 SaVOl aNv NOIlVOIlddV 3H121Oz S1O211NO0 NOIS30 13S 3H1 S0333X3 210 S1331N 1alaO2Id SIH1 £'OL'L wo!sJanaw6u3 Za }, rr Wd £Z:o :Z b0o&Z /8 Z :ten ail 191®PueJ ;Siequ 3L u 9� X „wc JO Sod Z vgLzoo £OOL :uagwn ua ry�eSOL'9lWl)wea9 1.11crA 909 � 1 n R 24" C ( A r 13'TJI .We 201 I56ir6S 1 TJI® 230 @ 24 of TJ- Beam(TM) 6.10 Serial Number: 7002015566 User:2 8/16/2004 11:52:05 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version. 1.10.3 FOR THE APPLICATION AND LOADS LISTED Id 12' 7112 " - b Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length LivelDead /Uplift /Total 1 Stud wall 3.50" 3.50" 505 / 152 / 0 / 657 Al: Blocking 1 Ply 16" TJI® 230 2 Stud wall 3.50" 3.50" 505 / 152 / 0 / 657 Al: Blocking 1 Ply 16" TWO 230 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 635 -626 2190 Passed (29 %) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 635 635 1460 Passed (43 %) Bearing 2 under Floor loading Moment (Ft -Lbs) 1938 1938 5440 Passed (36 %) MID Span 1 under Floor loading Live Load Defl (in) 0.071 0.407 Passed (L/999 +) MID Span 1 under Floor loading Total Load Defl (in) 0.092 0.610 Passed (L/999 +) MID Span 1 under Floor loading TJPro 56 Any Passed Span 1 - Deflection Criteria: MINIMUM(LL:L /360,TL:L /2 - Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON RICK SCHUPP LOT 3 BUILDERS FIRST SOURCE PARADISE PRESERVES 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 Phone : 904- 680 -6248 Fax : 904 - 772 -1973 rick.schupp@buildersfirstsource.com Copyright a 2003 by Trus Joist, a Weyerhaeuser Business TJI" and TJ -Beaco are registered trademarks of Trus Joist. e -I Joist'", Pro' and TJ -Pro'" are trademarks of Trus Joist. T: \Mitek52 \Jobs \J84 \J84856F \TJI 13. sms V0 /L1./8 996££Z l f o wi 17 bO /LL /2 9LbZ£Z1. 9 661 Z 170/L1./2 1L1Z£Z L r 6 Ll 1. elea lees # •6Ma 01 ssnal # .5661 - I• Idl/ISNylo Z Jeldeg3 u! pa ;e ;s se pa ;iw!! aae sa! ;il!gisuodsaa s,aaeu!6ud u6!sea ssnal ay; 'es!Nueinp - Jeu6!saa 6uipl!n8upao3ejo aaa4ud ay; !q panoadde pue paMe!naa eq o; aae e!aa;uo u6!sep /sJeleweaed peol o!seq pue s;uewale ssna ; -uou iq pa!Idde speol 1 Palep pue gd`all!nuos aoanoS ;s.nd saaplln8 /(q pep!noJd j9g8p2r peieqwnu ueld;uewaoeld ssna; ay; !pm luels!suoo aae sessn.i; aapa!6 paouaaa;aa He uo pa;ed!pul speol ayl •E ;aays xepul s!y; uo a ;ep lees ay; yo;ew isnw s6uiMeap luauodwoo ssna; lenp!nlpu! ay; uo uMOys a;ep leas eq j_ •Z Z'Z uolloeS 5661 Id1JISNV u! pau!;ap se 'paooaa ;o Jeeu!6uepau6!sep 6u!pl!nq 9141 Jo A;Il!q!suodsaa ay; s! ein ;ona ;s eql ao; s;ueuodwoo ssna; esay; ;o i(l!I!ge ;!ns ay; o; se uogeu!waa;aa • 1 t� C id `all!nuos oe :sa }oN �1 f �PnIB �lanasood 0559 :ssaappy oil `epuold - e3anoSlsa!d sJapl!n8 :Auedwo3 9L11Z . oN esueon .3 epuold 3d 'eu!ed . y aouaannel:Jaaui6u3 u6isea ssna j id `a!I!nuosref . pni8 ieO ue)ioa8 0196 :sseappy 9L176£ . oN esueon .3 epuold 3d `Ialage0 . f s!nol :paooaa jo JeeuiBu3 . suo!ppuoo 6ulpeol le!oads ao; s6u!Meap ssnal lenp!n!pu! a4; eas :e oN qdw OZ 1 :peeds pu!M jsd 0 :aoold 96 30Sv :paepuelS pu!M jsd O 400i 100Z38d:apoa 6u!pllin8 :pu!M :Aline.io :uoneuaaojui peol u6!sea ssna] 1PZZ£ id '9pinuos�oer 'aoJnoS�snd sJapl!n8 Z OZ /OZ >1 :wea6oad u6!sea 92.17[Z :JegwnN asueon epuold 17 :Tuna° ssnal 3d 'au!ed '`d aouaimei :Jaau!6u3 u6!sea ssna lb'nna :/ unoo lOOZ`L 1 lsn6ny S3A l3S3dd 3SIGV Vd :uo!s!n! . .PgnS £ : pi NOO - 1S38 :aaplln8 3998v8f : ao} uo!WewaoJul }oafoad eaMOS1SJI S014)111190 C 1 t ; 4 o !' .!s ^> -lr 1 1 1 o "dam ,-, Project Information for: J84856 ,,s , Builder: BEST -CON Lot : 3 F k �l. Subdivision: PARADISE PRESERVES , .� ii St 17,2004 County: DUVAL Truss Design ngineer. Lawrence A. Paine, P tY Florida License Number. 21475 Truss Count: 38 Builders FirstSource, Jacksonville, FL. 32244 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Buildin Code:FBC2001 Gravity: Wind: g Roof: 42.0 psf Wind Standard: ASCE 7 -98 Floor. N/A Wind Speed: 120 mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Louis J. Gabriel, PE Florida P.E. License No. 39476 Address: 9610 Broken Oak Blvd. Jacksonville, FL 32257 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI/TPI 1 -1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J84856 provided by Builders First Source- Jacksonville,FL and dated 08/16/2004. Loads applied by non -truss elements and basic load parameters /design criteria are to be reviewed and approved by the Engineer of Record /Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1 -1995. # Truss ID Dwg. # Seal Date 1 CJO1 J1232477 8/17/04 CCJ02 41232478 8/1Z/04 3 CJ J1232479 8/1 /04 { 4 11 J12 480 8/1 /04 b s tir g P: .,,, 1 J1232481 8/17/04 ; ,..,1 .-t 1 Ctni 'c',,` . 1k;, TiC 6 J2 J1232482 8/17/04 I �'*' C t '�i 01� '�, /D 7 JO3 J1232483 8/17/04 I ' p '' - '5. /.11,1 i , Q#? D,? m2?57 8 HJO1 J1232484 8/17/04 iv t , 9 HJO2 J1232485 8/17/04 t . E1, , ,1,,,,„1.,-1, .'d9C 1 ;l�. `.�7`3! 10 T01 J 1232487 8/17/04 „ t -,� ! , > ; r• ,,, t+ , .,, rp 11 T02 J1232487 8/17/04 �ltu1lilt, a ,, .5: N 12 T03 J1232483 8/17/04 i r r.� ._. , > > , M1 i '!-, 14 T05 J 123248 32490 8/17/ 8/17/04 �' � �- = ' ' " 1 T086 J123 4 1 8/17/04 �, _ W,9 1 T J1232492 8/17/04 ' J NOT. J�, J ;L,., w; 18 T09 J1232494 8/17/04 /I,� -- iy ' ` ``it AL-20.n_ 19 T10 J1232495 8/17/04 20 T11 J1232496 8/17/04 g,;a! CS rr c :z. 39'6 22 22 T13 J123 21 T12 J123 497 8/17/04 498 8/17/04 i ipi ,iS !, =it d, W, r° 24 714 J12g 499 8/1 / T15 J1232500 8/1 / 4 > s Leas l i?c t a?a .:j c5 *^ s f Y }sa Drily 25 T1 J12 y R0 /17/04 29 T1i J123 �8 8/17/04 der ' r"fa?N'r't+c ;$ L °iti 41$ del-4n del-4n c.A.7rw`wpt: ;of 28 T21 J1232504 8/17/04 ,tf nrolV. z .�.x.. " 'rt tz > . Ffxe d'at4E th 9 T22 J1232505 8/17/04 iy , f „ F.f z ++, len x ta *• vay = exist.,,a- 0 T22G J1232506 8/1 f,om ., r�►t ?s ��. s ^, 4�ae ; ltt� t ac tit 31 T23 J1232507 8/17/04 32 T 4 J12 2508 8/17/04 Merts vt..v ifta l pixrit! ' '"tom ' 33 T2 4G J1 8 8/17/04 is/ the °i+p G3 t v1F6Sp3. 35 T26 J 123 8/17/04 4 37 T28 J 1232513 8/17/04 38 T29 J1232514 8/17/04 t tI u. � t y Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232477 J84856 CJ01 JACK 10 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:28 2004 Page 1 -1-4 -0 1 5 -0-0 3 1 - 5 -0- Scale = 1:13.0 5.00 FIT • 2 PPP'. \i( 1 4 2x4 = 5 -0-0 5-0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.40 Vert(LL) 0.10 2 -4 >592 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.12 1 >159 180 • BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3= 116/Mechanical, 2= 297/0 -3 -8, 4= 72/Mechanical Max Horz2= 191(load case 5) Max Uplift3=- 164(load case 5), 2=- 299(load case 5), 4=- 57(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 131/36 BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX 2 = 0.26 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; porch left and right exposed; Lumber DOL =1.80 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint 3, 299 Ib uplift at joint 2 and 57 Ib uplift at joint 4. LOAD CASE(S) Standard. Titus Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FiixstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 © warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the j responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, �"1� 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute 583 D'Onofrio Drive, Madison, WI 5 719 i„ \,/ Job Truss Truss Type Qty Ply LOT3 PARADISE PR ESERV - Eg -- J84856 CJO2 JACK 10 1 J1232478 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:28 2004 Page 1 I -1 -4-0 I 3 -0-0 1-4-0 3 3 -0-0 Scale = 1:9.3 . 5.00 12 rL 2 )( c 1 I ME 4 2x4 = 3-0-0 3-0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.15 Vert(LL) 0.01 2-4 >999 240 MI120 249/190 TCDL • 7.0 Lumber Increase 1.00 BC 0.08 Vert(TL) 0.02 1 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) LUMBER Weight: 12 Ib TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3 =53 /Mechanical, 2= 223/0 -3 -8, 4= 42/Mechanical Max Horz2= 131(load case 5) Max Uplift3=- 75(Ioad case 5), 2=- 239(load case 5), 4=- 33(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3= -68/15 BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX 2 = 0.20 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.80. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 3, 239 Ib uplift at joint 2 and 33 Ib uplift at joint 4. LOAD CASE(S) Standard Truss Design Exiineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirztSource - Florida, LLC - 3550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 ©. Warring - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. BUilderS Applicability of design parameters and proper incorporation of component into the overall buiidng structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delive, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 OFirstSource Truss Type Qty Ply LOT 3 PARADISE PRESERVES Jbb Truss J1232479 J84856 CJO3 JACK 10 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:28 2004 Page 1 3 -1-4-0 1 1 -0-0 1-4-0 1 -0-0 Scale = 1:5.7 5.00E 4 1-0-0 1 -0-0 LOADING (psi) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 0.01 Vert(TL) 0.02 1 >902 180 . BCLL 10.0 Rep Stress Incr YES WB • 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. • REACTIONS (lb /size) 3 = -31 /Mechanical, 2= 174/0 -3 -8, 4 =14 /Mechanical Max Horz2= 74(load case 5) Max Uplift3=- 31(load case 1), 2=- 215(load case 5), 4= 11(load case 3) Max Grav3= 46(load case 5), 2= 174(load case 1), 4= 14(load case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1-2=0/27, BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX 2 = 0.16 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.Opsf, Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C - for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ib uplift at joint 3, 215 Ib uplift at joint 2 and 11 Ib uplift at joint 4. LOAD CASE(S) Standard Truss Desivt Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida. LLC 65517 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 I AL Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE ! This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the iliderS responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult : 8300 Enterprise Lane, Madison, WI 53719 or Truss Plate Institute, 583 D3 Onofdo Drive, Madison, WI 3719 Truss Council of America, 1 WTCA Center, ... F irstS w urc A Job. Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J84856 CJ04 JACK 16 1 J1232480 t Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 11:02:06 2004 Page 1 -1-4-0 I 3-0-0 1-4-0 3 3 -0-0 i Scale = 1:9.3 5.00 Fr 'P r 2 N 4. c � o 1 ' 3x6 % 3.00 12 II 4 3-0-0 • 3-0-0 Plate Offsets (X,Y): [2:0 -1- 12,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.00 2-4 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 0.06 Vert(TL) 0.02 1 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3 =53 /Mechanical, 2= 223/0 -3 -8, 4= 42/Mechanical Max Horz2= 131(load case 5) Max Uplift3=- 76(load case 5), 2=- 196(Ioad case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/26, 2 -3 =70/18 BOT CHORD 2- 4 = -8/8 JOINT STRESS INDEX • 2 = 0.08 NOTES 1) Wind: ASCE 7-98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.opsf, Category I1; Exp 8; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 3 and 196 Ib uplift at joint 2. LOAD CASE(S) Standard TAUS Desi Ezltzxieer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FizstSoun_e - Florida, LLC. 6550 Roosevelt Blvd. Jacksonville, FL 32244 - 1 August 17,2004 1 u Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII- 7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 1 Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is d fa BUI .. - .. i responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection E and bng, s BSI - I8 Hg sg and Baing Recomnion vaibm the ood Truss Council of America, 1 WTCA Center, 8300 Ent con L ult ane , Madison or H WI -91 53719 or andlin the In Thu tallin s Plate Ins 583 D'Cnofdo medat Drive Ma le fro WI 5371W9 OFirstSource Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232481 J84856 EJ01 JACK 16 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 11:02:25 2004 Page 1 -1-4 -0 7 -0-0 3 h 1-4-0 7-0-0 Scale = 1:17.8 5.00 12 2 4 2x4 = 7-0-0 7 -0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.83 Vert(LL) 0.39 2 -4 >210 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.41 1 >45 180 BCLL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight: 24 Ib BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 174 /Mechanical, 2= 378/0 -3 -8, 4= 102/Mechanical Max Horz2= 250(load case 5) Max Uplift3 — 244(load case 5), 2 =- 368(load case 5), 4 =- 81(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0128, 2 -3 =- 177/54 BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX 2 =0.33 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL=4.2psf; BCDL= 3.0psf, Category II; Exp 8; partially; MWFRS gable end zone and C -C Exterior(2) zone; porch left and right exposed; Lumber DOL =1.80 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 Ib uplift at joint 3, 368 Ib uplift at joint 2 and 81 Ib uplift at joint 4. LOAD CASE(S) Standard • Truss Desist Engineer. Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd.. Jacksonville, FL 32244 August 17,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.74T3 BEFORE USE a This design is based oNy upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. -- Applicability of design parameters and proper incorporation of component into the overall budding structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ; ' S C U 'C�' 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onafrio Dnve, Madison, WI 53719 1 is e+ Job- Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES 4 • J84856 EJ02 JACK 6 1 J1232482 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:29 2004 Page 1 i -1-4-0 I 5 -11-0 1-4-0 5 -11-0 3 Scale = 1:15.7 5.00 ITI • 2 v m A 1 a l` kl 4 2x4 = I 5 -11-0 5 -11-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.05 2-4 >999 240 ' MI120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.23 1 >81 180 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -11 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib/size) 3= 143/Mechanical, 2= 334/0 -3 -8, 4 =86 /Mechanical Max Horz2= 218(load'case 5) Max Uplift3=- 201(load case 5), 2= 245(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 155/45 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.29 • NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf, Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 3 and 245 Ib uplift at joint 2. LOAD CASE(S) Standard • Truss Desipl Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 650 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 V Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE M11 -7473 BEFORE USE This design is based only upon the parameters, shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. BU. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the M. ' 1 responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection l and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Truss Type Qty Ply LOT 3 PARADISE PRESERVES Jdb Truss J1232483 JACK 2 1 EJ03 J84856 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 11:03:30 2004 Page 1 -1-4 -0 4 -9 -8 3 1-4-0 4 -9 -8 Scale = 1 :12.6 1 m N 5.00 I ,' � 1 � 4 N m 2 V 3.00 12 - - 1 141 1r 3x6 f. • -► 4-9-8 4-9-8 Plate Offsets (X,Y): [2:0 -1- 12,0 -1 -81 LOADING (psf) SPACING 2 -0 -0 CSI • DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.02 2 -4 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.10 1 >190 180 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight: 171b BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -9 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 110 /Mechanical, 2= 289/0 -3 -8, 4 =69 /Mechanical -Max Horz2= 184(load case 5) Max Uplift3 — 156(load case 5), 2= 223(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/26, 2-3=-127/35 • BOT CHORD 2-4=-13/13 JOINT STRESS INDEX 2 = 0.11 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 Ib uplift at joint 3 and 223 Ib uplift at joint 2. LOAD CASE(S) Standard Txuss DesignEziixleer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSolu'ce - Florida, - LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 V Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing. is the I responsibility of building designer and / or contractor per ANSI 1 TPI 1 as,referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult 8CS1 -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Amenca, 1 WTCA Canter, 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 F* i s o ro e Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J84856 HJ01 JACK J1232484 5 I 1 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:30 2004 Page 1 - 1 -10 -10 4 - 0 - 0 1 -10 -10 4 -0-0 9 -10 -13 5 -10 -13 Scale �l:.8 3.53 FY 2x4 = 3 2 „ 3x 8 = = 6 5 3x6 = 4-0-0 i 9 -10-13 4 -0-0 i 5 -10 -13 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.71 Vert(LL) 0.37 2 -6 >311 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.49 2 -6 >237 180 BCLL 10.0 Rep Stress Incr NO WB 0.59 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8 -13 oc purlins. BOT CHORD 2 X 4 SYP No.2D • BOT CHORD Rigid ceiling directly applied or 5 -8 -8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4= 276 /Mechanical, 2= 466/0 -3 -8, 5= 387 /Mechanical Max Horz2= 302(load case 2) Max Uplift4=- 373(load case 2), 2=- 479(load case 2), 5=- 287(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2-3=-946/866, 3- 4= 130/56 BOT CHORD 2 -6 =- 1107/931, 5 -6 =0 /0 WEBS 3-6 =- 950/1129 JOINT STRESS INDEX 2= 0.84,3 =0.45 and 6 = 0.26 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp 8; partially; MWFRS gable end zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 Ib uplift at joint 4, 479 Ib uplift at joint 2 and 287 Ib uplift at joint 5. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 = -54 Trapezoidal Loads (plf) Vert 2=- 2(F =26, B= 26)- to- 4=- 134(F =-40, B=-40), 2= 0(F =15, B= 15)- to- 5 =74(F =22, B =22) Truss Design Engineer: Lawrence A. Patine, PE Florida PE No. 21475 Builders FirtSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 A Warring • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 1111 Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 F i rstSourc e Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232485 J84856 HJO2 JACK 4 I 1 l Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:30 2004 Page 1 8 -9 -5 I - 1 - - I 3 -8 -3 I 312 I 1 - 10 - 10 - Scale = 1:15.1 3V I n 3.52 TIF 1 li ■ 1' � 4 ro 2 a c 1 ,, 3x6 = 2.12 l ►t 3.8-3 1 6 -9 -5 I I 3-8 -3 3 -1 -2 Plate Offsets (X,Y): [2:0- 1- 0,0 -1 -8) • LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.08 2-4 >999 240 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.12 1 >218 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a nla Weight: 24 Ib BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -9 -5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 183 /Mechanical, 2= 294/0 -4 -15, 4= 110 /Mechanical Max Horz2= 163(Ioad case 2) Max Uplift3=- 238(load case 2), 2=- 248(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/26, 23=-86/38 BOT CHORD 2-4=9/14 JOINT STRESS INDEX 2 = 0.07 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf, BCDL= 3.0psf, Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/I - PI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 Ib uplift at joint 3 and 248 Ib uplift at joint 2. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -2 = -54 Trapezoidal Loads (plf) Vert: 2=- 3(F =26, B=26)-to-3=-91(F=-19, B=-19), 2= 0(F =15, B= 15)- to- 4=- 51(F = -10, B=-10) • MISS Design Engineer: Lawrence A. Paine, PE Florida PE No. 21 475 131341 FistSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the j, responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, '. t"1 S 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719 !i Job Truss Truss Type Qty Ply LOT PARADISE PRESERVES J84856 T01 HIP 1 1 J1232486 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 11:04:19 2004 Page 1 1 -1-4-0 1 3 -9-14 7 -0-0 10 -0-4 13 -0-8 I I I 1s -2 -1a I zD -0 -e 121 4 e 1-4-0 3 -9-14 3 -2 -2 3 -0-4 3-0-4 3 -2 -2 3 -9 -14 1-4-0 Scale = 1:38.9 5x10 MII20H = 5x10 MII20H = 3 4 5.00 t-2 _ �� Wiwi r� c - c� 2 1 5 el 3x8 = 9 8 7 � 3 min 6 I� 3x6 11 4x8 = 3x8 = 5x8 = 7 - - 12 I 10 - 4 I 12 - 10 - 12 20 0 8 7 -1 -12 I I 2 -10-8 2 -10-8 7 -1 -12 Plate Offsets (X,Y): [2:0- 4- 2,0- 1- 8],[3:0- 6- 8,0 -2- 0],[4:0- 6- 8,0 -2- 0],[5:0- 4- 2,0 -1 -8], [7:0- 3- 0,0 -3 -0] LOADING SPACING 2 -0.0 CSI DEFL in (loc) 1 /deft lid PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.26 2 -9 >900 240 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.29 7 -9 >816 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.29 Horz(TL) -0.09 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 831b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -0 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3 -8 -12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 5= 1745/0 -3 -8, 2= 1745/0 -3 -8 Max Horz2= 99(load case 4) Max Uplift5=- 1548(load case 5), 2= 1548(load case 4) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 3663/3132, 3 -4= 3352/2994, 4 -5 =- 3664/3133, 5 -6 =0/28 BOT CHORD 2 -9 =- 2794/3308, 8 -9 =- 2822/3350, 7 -8 =- 2822/3350, 5 -7 =- 2790/3310 WEBS 3 -9= 591/857, 4-7=-628/906, 3- 7=- 152/155 JOINT STRESS INDEX 2= 0.78,3 = 0 = 0 . 99 ,5= 0.78,7= 0.32,8 =0.76 and 9 = 0.25 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCOL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60. 3) Provide adequate drainage to prevent water ponding. 4) AU plates are MII20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1548 Ib uplift at joint 5 and 1548 Ib uplift at joint 2. 6) Girder carries hip end with 7 -0 -0 end setback 7) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert 1- 3 = -54, 3- 4=- 118(F =-64), 4- 6 = -54, 2-9=-30, 7- 9=- 65(F = -35), 5-7=-30 Concentrated Loads (Ib) Vert 9=- 539(F) 7=- 539(F) Titus Design Engineer. Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC • 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 ,A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 16111.7473 BEFORE USE This design is based only upon the parameters shown for an individual budding component mat is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the BUIderS and b acing, consult BCSI.1 f or HIB- 91 and / Handli g Instalor contractor and B ANSI / TPI Re 1 as a ailable fromethe W . For T Truss Council o A en 1 WTCA I Center, rection 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 O'OnoMo Drive, Madison, WI 53719 OFirstSource Job Truss I Truss Type Qty Ply LOT 3 PARADISE PRESERVES I J1232487 - J84856 T02 IHIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:30 2004 Page 1 -1-4-0 4 -9-14 9 -0-0 11 -0 -8 15 -2 -10 20-0 -8 , 21-4 -8 1-4-0 4 -9 -14 4 -2 -2 2 -0-8 4 -2 -2 4 -9-14 1-4-0 Scale = 1:38.9 4x6 = 4x6 = 4 5 ill 5.00 rir 2x4 \ 2x4 // 6 3 'J ` A - 7 2 wwiwe v - 8 Ie �� o I in 11 10 9 3x6 = 3x8 = 3x8 = 3x6 = 4x8 = WARNING: This truss is not symmetrical and must be installed as shown. 9-0 I 14 -1 -12 I 20-0-8 1 9-0-0 5 -1 -12 5 -10-12 Plate Offsets (X,Y): [5:0- 3- 0,0 -1- 121,[9:0- 3- 0,0 -2 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.09 7 -9 >779 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.21 2 -11 >798 180 BCLL 10.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. • BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 218/0 -3 -8, 9= 979/0 -3 -8, 2= 627/0 -3 -8 Max Horz2= 119(load case 5) Max Uplift7=- 299(load case 6), 9=- 615(load case 6), 2=- 439(load case 5) Max Grav7= 254(load case 8), 9= 979(load case 1), 2= 627(Ioad case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 857/749, 3-4- 519/407, 4 -5 =- 432/439, 5 -6 =- 103/298, 6 -7 =- 90/189, 7- 8 =0 /28. BOT CHORD 2- 11=- 5421766, 10 -11= 13/255, 9- 10=- 13/255, 7 -9= 154/177 WEBS 3 -11 =- 365/520, 4 -11 -3/93, 5 -11 =- 236/427, 5 -9- 782/561, 6 -9 =- 262/449 JOINT STRESS INDEX 2= 0. 58, 3= 0. 25 ,4= 0.39,5 = 0.33,6 = 0.25,7 = 0.30,9= 0.26,10 =0.13 and 11 = 0.30 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; porch right exposed; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 Ib uplift at joint 7, 615 Ib uplift at joint 9 and 439 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Desist Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 Jil Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE i This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabncated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the Bulders responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI.1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 8300 Enterprise Lane, Madison, WI 53719 or the Truss plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 I RIFirstSource Job - Truss Truss Type Qty Ply LOT3 PARADISE PRESERVES • J84856 T03 QUEENPOST 1 1 J1232488 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:31 2004 Page 1 I - 1 - 4-0 I 5 -10 -12 10-0-4 1-4-0 5-10-12 4-1-8 I 14-1-12 I 20 -0-8 I 21-4 -8 I 4-1-8 5 -10-12 1-4-0 Scale = 1:38.2 4x6 = 4 5.00 NT 2x4 II 2x4 II 3 5 2 8 31 tlral la • o Wall 7 Ig 3x6 = 10 9 8 6 4x8 = 3x8 = 4x6 = 3x8 = I 5 -10-12 I 14 -1 -12 I 20-0-8 5-10-12 8-3-0 5 -10-12 Plate Offsets (X,Y): [8:0- 3- 0,0 -2- 8),[10:0- 3- 0,0 -2 -8) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.12 6 -8 >567 240 MI120 • 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.12 6 -8 >588 180 BCLL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (Ib /size) 6= 209/0 -3 -8, 8= 993/0 -3 -8, 2= 623/0 -3 -8 Max Horz2= 129(load case 5) Max Uplift6=- 304(load case 6), 8=- 624(Ioad case 6), 2=- 450(Ioad case 5) Max Grav6= 239(load case 8), 8= 993(load case 1), 2= 623(Ioad case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 901/671, 3 -4 =- 887/873, 4 -5= 0/212, 5 -6 =- 146/246, 6 -7 =0/28 BOT CHORD 2 -10 =- 448/772, 9- 10=- 91/268, 8 -9 =- 91/268, 6-8=-165/274 WEBS 3 -10 =- 285 -10 =- 598/733,4 -8 =- 618/434, 5- 8=- 308/535 JOINT STRESS INDEX 2= 0.32,3 = 0 = 0 = 0 .25,6= 0.32,8= 0.30,9 =0.20 and 10 = 0.30 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp 8; partially; MWFRS gable end zone and C -C Exterior(2) zone; porch right exposed; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 Ib uplift at joint 6, 624 Ib uplift at joint 8 and 450 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders Fixst3ource - Florida, LLC 6550 Roosen. Blvd. Jacksonville, FL 32244 August 17,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. a " Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the �* responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection -, and bracing, consult BCSI-1 or 1 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 - �'R 1w'.rJo Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232489 J84856 T04 QUEENPOST 3 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:31 2004 Page 1 - - 5 -10-12 I 10 -0-4 13 -10 -0 1-4-0 5-10-12 4 - - 3 -9 -12 Scale = 1:29.0 4x6 = 4 2x4 I I 5.00 i 12 2x4 I I 3 r r 2 �� m Y �/ Ir%, 0 • 3x6 = • 7 3x6 = - 6 3x6 = Truss to Wall /Ledger connection to be specified by the Architect/Engineer of Record. 5 -10 -12 1 13 -10-0 I 5 -10-12 7 -11-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.07 6 -7 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.10 6 -7 >999 180 BCLL 10.0 Rep Stress lncr YES WB 0.41 Horz(TL) -0.01 6 n/a n/a Weight 68 Ib BCOL 5.0 Code FBC2001 /ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. 807 CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7 -0 -6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 653/0 -3 -8, 6= 561/Mechanical Max Horz2= 270(load case 5) Max Uplift2=- 454(load case 5), 6=- 330(Ioad case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 971/752, 3-4=-955/964, 4-5=-115/92, 5-6=-134/168 BOT CHORD 2 -7 =- 816/837, 6. -7 =- 348/340 WEBS 3- 7=- 284/506, 4- 7=- 669/723, 4- 6=- 421/511 JOINT STRESS INDEX 2= 0.39,3 = 0.21,4= 0.38,5 = 0.50, = and 7 = 0.29 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 2 and 330 Ib uplift at . joint 6. LOAD CASE(S) Standard • Tress Desi t Eai irteer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 IA Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE elders This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the I responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection 1 and bracing, consult BCSI -1 or HIB -91 Handting Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, CJ w. 1 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 1i II [- `So c Job: Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J84856 T05 QUEENPOST 1 1 11232490 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:31 2004 Page 1 -1 -4-0 1 5 -10 -12 1 12 -0 -8 13 -10-0 1-4 -0 5 -10 -12 6-1-12 1-9-8 -9 -8 4x6 = - Scale = 1:33.1 2x4 11 4 5 P. Y 5.00 12 2x4 1 3 7; v r 2 -- . {� ICI d . 3x6 = 7 Simpson HUS26 into 6 3x6 = Ledger by others. 3x6 = l 5 -10-12 1 13 -10-0 5 -10 -12 7 -11-4 Plate Offsets (X,Y): [4:0- 3- 0,0 -1 -12) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 . Plates Increase 1.25 TC 0.39 Vert(LL) -0.08 • 6 -7 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 6 -7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -8 -8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -7 Recommended hanger connection based on manufacturer • tested capacities and nail calculations. Conditions may REACTIONS (lb/size) 2= 653/0 -3 -8, 6 =561 /Mechanical exist that require different connections than indicated. Max Horz2= 402(load case 5) Refer to manufacturer publication for additional information. Max Uplift2=- 424(load case 5), 6=- 408(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 986/620, 3-4=-991/879, 4- 5= -26/0, 5-6 =- 121/26 BOT CHORD 2 -7 =- 917/854, 6- 7=- 216/173 WEBS 3 -7 =- 327/611, 4- 7=- 908/882, 4-6=-499/754 JOINT STRESS INDEX 2= 0 = 0 . 25 ,4= 0.71,5= 0.28,6 =0.59 and 7 = 0.34 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.opsf; Category I1; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 Ib uplift at joint 2 and 408 Ib uplift at joint 8. LOAD CASE(S) Standard Tnus Design Engineer: Lawrence A. Paine, PE Florida PE ldo. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 1 A Warning. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall budding structure, including all temporary and permanent bracing, is the .-- responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WI Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 OFirstSource Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232491 J84856 TO6 QUEENPOST 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:31 2004 Page 1 I - 1 - 4-0 i 5 -10 -12 I 13 -10-0 I 1-4-0 5 -10 -12 7 -11-4 3x6 I I Scale = 1:35.6 4 5.00 12 3x6 3 i ts 1 i i i i a a i . . . ..._ _ 2 11 =. " m CI 6 3x6 = 3x6 = 2x4 11 Truss to Wall/Ledger connection to be specified by the Architect/Engineer of Record. 5 -10-12 1 • 13 -10-0 5 - 10 - 12 7 - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.07 5 -6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.11 5 -6 >999 180 BCLL 10.0 Rep Stress lncr YES WB 1.00 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -5 -13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 653/0 -3 -8, 5= 561/Mechanical Max Horz2= 447(load case 5) Max Uplift2=- 408(load case 5), 5=- 461(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 1008/604, 3- 4=- 143/17, 4-5=-177/333 BOT CHORD 2 -6 =- 974/881, 5-6 =- 974/881 WEBS 3- 6= 0/220, 3-5=-868/958 JOINT STRESS INDEX 2= 0.31,3= 0.26,4= 0.67,5 =0.42 and 6 = 0.12 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 Ib uplift at joint 2 and 461 Ib uplift at joint 5. LOAD CASE(S) Standard • Truss Design Engineer. Lawrence A. Paine, PE Florida PE No. 21475 Builders FixstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 l4 Warnin - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. BUikierS 1 Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection 1 and bracing, consult SCSI -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ir""� �'1 1 1 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 0}r Job . Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES • J1232492 J84856 T07 MONO HP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inca Tue Aug 17 11:06:51 2004 Page 1 -1-4-0 I 3-9 -14 I 7 - 10 - - 12 I 13 -11-8 1(4-3-8 1-4-0 3 -9 -14 3-2-2 3 -5-12 3-5 -12 0-4-0 Scale = 1:26.9 4x10 = 3x8 II 3 4 5.00 FT . m M A 2 , 1 • � 1 �/ I _� Io- 3x8 = 6 5 3x6 I I 5x8 = I 7-1-12 i 10 -5 -12 I 13 -11-8 14_3_8 7-1-12 3-4-0 3 -5 -12 0 Plate Offsets (X,Y): [3:0- 7- 0,0- 2- 4],[5:0- 3- 0,0 -3.4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.17 2 -6 >946 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) 0.15 2 -6 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.70 Horz(TL) -0.04 5 n/a n/a BCDL 5.0 . Code FBC2001 /ANSI95 (Matrix) Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -1 -13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD • Rigid ceiling directly applied or 4 -10 -13 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 3 -5 4- 52X4SYPNo.2D REACTIONS (Ib/size) 2= 1090/0 -3 -8, 5= 1349/0 -3 -8 Max Horz2= 253(load case 4) Max Uplift2=- 995(load case 4), 5=- 1221(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 2034/1681, 3-4=-227/209, 4 -5 =- 408/521 BOT CHORD 2 -6 =- 1638/1816, 5 -6 =- 1666/1859 WEBS 3- 6=- 588/871, 3-5=-1779/1610 JOINT STRESS INDEX 2= 0.61,3= 0.98,4 = 0.79,5 =0.75 and 8 = 0.26 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2pst; BCDL= 3.Opsf; Category II; Exp B; partially; MWFRS gable end zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.80. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 995 lb uplift at joint 2 and 1221 Ib uplift at joint 5. • 4) Girder carries hip end with 7 -0 -0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pit) Vert 2- 6 = -30, 5- 6= 65(F = -35), 1- 3 = -54, 3- 4=- 118(F =-64) Tuuss Design Engineer. Lawrence A. Paine, PE Concentrated Loads (Ib) Florida PE No. 21475 Vert 6=- 539(F) Builders FitstSotxrce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 'Ai. Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the BLit ® y po parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors, ey Applicability of design parameters and proper incorporation of component into the overall budding structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Fi rstS r e L__ i1.+ti tt Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232493 J84856 708 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:32 2004 Page 1 -1-4 -0 4 -9-14 1 9 -0-0 I 13 -11 -8 I 1-4-0 4 -9-14 4 -2 -2 4 -11-8 Scale = 1:27.4 4x6 = 3x6 = 4 5 ■ 5.00 12 2x4 3 2 7 3x6 = 3x8 = Simpson HUS26 2x4 11 9-0-0 1 13 -11-8 1 9-0-0 4 -11-8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.14 2 -7 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25- BC 0.34 Vert(TL) -0.21 2 -7 >780 180 BCLL 10.0 Rep Stress Inc( YES WB 0.35 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 71 Ib • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -7 -11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 6= 569 /Mechanical, 2= 662/0 -3 -8 Max Horz2= 312(load case 5) Max Uplift6 — 368(load case 3), 2=- 442(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 9371786, 3-4 =- 617/436, 4 -5= 525/473, 5-6=-532/513 BOT CHORD 2- 7=- 968/837, 6 -7= -25/22 WEBS 3-7= 339/531, 4 -7 =- 31/207, 5- 7=- 577/648 JOINT STRESS INDEX 2= 0.57,3= 0.20,4= 0.62,5= 0.45,6 =0.27 and ? =0.33 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf, BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 Ib uplift at joint 6 and 442 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FrrstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 A Warning • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. MOS A Bu pplicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'OnoMo Drive, Madison, WI 53719 Job . Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232494 J84856 T09 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:32 2004 Page 1 -1 -4-0 1 5 -9-14 1 11-0 -0 1 13 -11-8 1-4 -0 5 -9-14 5 -2 -2 2 -11 -8 4x6 = Scale = 1:31.1 3x6 = 4 5 Ok WIMII >2 Simpson HUS26 3x8 = 7 6 3x8 = 2x4 11 i 11 1 13 -11-8 1 11-0-0 2-11-8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.28 2 -7 >580 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.42 2 -7 >391 180 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 74 lb LUMBER BRACING • TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D • BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 569 /Mechanical, 2= 662/0 -3 -8 Max Horz2= 371(load case 5) Max Uplift6= 377(load case 5), 2=- 437(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 860/701, 3-4=-436/231, 4 -5 =- 340/294, 5-6 =- 649/541 BOT CHORD 2- 7=- 951/766, 6- 7 =-6/0 WEBS 3- 7=- 462/707, 4-7 =- 84/282, 5 -7 =- 580/894 JOINT STRESS INDEX 2= 0 .7 4 ,3 = 0.26,4= 0.63,5= 0.36,6 =0.25 and 7 = 0.39 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp 8; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 Ib uplift at joint 6 and 437 Ib uplift at joint 2. LOAD CASE(S) Standard Txuss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSourre - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 L Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE fM • This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall budding structure, including all temporary and permanent bracing, is the t • responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 'First ctrc e Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232495 J84856 T10 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:32 2004 Page 1 -1-4 -0 , 7 -1 -10 1 13 -0-0 1 13 -11.8 1-4-0 7 -1 -10 5 -10-6 0 -11 -8 Scale = 1:36.9 4x6 = 2x4 I I 4 5 OI r 5.00 12 3.6 3 2 w \1: d1 s r. ru. RA. • Simpson HUS26 7 6 3x6 = 2x4 I I 5x8 I I i 6 -9-14 1 13 -11-8 6 -9-14 7 -1 -10 LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.11 2 -7 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.09 1 >216 180 BCLL 10.0 Rep Stress Incr YES • WB 0.74 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 75 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -9 -2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 589 /Mechanical, 2= 662/0 -3-8 Max Horz2= 430(load case 5) Max Uplift6=- 440(load case 5), 2=- 421(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 903/524, 3 -4 =- 122/0, 4 -5= -15/0, 5 -6 =- 205/71 BOT CHORD 2-7=-838/768, 6-7- 8381768 WEBS 3 -7 =0/247, 3 -6 =- 789/842, 4 -6 =- 234/494 JOINT STRESS INDEX 2= 0.57,3= 0.24,4= 0.34,5 = 0.23,6 =0.23 and 7 = 0.13 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL =3.0psf; Category 11; Exp B; partially; MWFRS gable end . zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 Ib uplift at joint 6 and 421 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLB: 6550 Roosevelt Blvd. Jacksonville, FL 32244 - August 17,2004 jik Warning - Varify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the r re sponsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection Eli.ii...'•,,-*--'-•,. and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, "'!"1 y 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 7}_ 1a.+ \i (c Job. Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES , - J84856 TI1 MONO HIP 7 1 J1232496 Builders First Source, Jacksonville ,Florida 32244 .Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:32 2004 Page 1 1 -1-4-0 1 7 -1 -10 1 13 -11 -8 1-4-0 7 -1 -10 -6 -9-14 3x6 I I Scale = 1:36.1 4 MI 12 5.00 3x6 3 . . . _...iiiiiiiiir 2 1 r ee� C4 3x6 = 6 5 Simpson HUS26 2x4 I I 3x6 = 1 13 -11-8 13 -11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.10 2 -6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 2 -6 >999 180 BCLL 10.0 Rep Stress Inc! YES WB 0.76 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -8 -15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) , 5= 569 /Mechanical, 2= 662/0 -3 -8 Max Horz2= 454(load case 5) Max Uplift5=- 488(load case 5), 2=-412(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 910/506, 3- 4=- 112/26, 4 -5= 145/272 BOT CHORD 2 -6 =- 856/776, 5 -6 =- 856/776 WEBS 3-6= 0/240, 3 -5 =- 816/899 JOINT STRESS INDEX 2 = 0 . 51 ,3= 0.26,4 = 0.40,5 =0.26 and 6 =0.13 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 Ib uplift at joint 5 and 412 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Enrteer. Lawrence A. Paine, PE Florida PE No. 21475 Builders FirrtSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 y � August 17,2004 N Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -74T3 BEFORE USE I This design is based only upon the parameters shown for an individual building Applicability of design parameters and proper incorporation of component into the overall vertically l bui ding structu a i d n nciug allm t porary and b fabricated bracing, the connectors. responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection �� and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 9 �'�'` i t rsolarce Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232497 J84856 T12 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 11:08:19 2004 Page 1 -1-4 -0 I 7-0-0 13-8-8 1-4-0 7 -0-0 6-8-8 Scale = 1:26.4 5x8 = 4x6 = 3 4 5.001 .00 12 2 AIL 6 5x6= 3x6 = 5 3x6 II .Truss to Beam connection to be specified by the Architect/Engineer of Record. 13 -8-8 13-8 -8 Plate Offsets (X,Y): [3:0- 5- 0,0- 2- 41,(4:Edge,0 -1- 8),[6:0- 3- 0,0 -3 -01 LOADING (psf) - SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 • Vert(LL) 0.10 2 -6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.12 5 -6 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 62 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -3 -2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5 -7 -5 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 4 -6 4 -5 2 X 4 SYP No.2D REACTIONS (Ib/size) 2= 1065/0 -3 -8, 5= 1327 /Mechanical Max Horz2= 253(load case 4) Max Uplif12=- 774(load case 4), 5- 1002(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3- 1965/1329, 3-4 =- 1759/1301, 4- 5- 1106/1022 BOT CHORD 2-6=-1309/1752, 5 -6=- 167/207 WEBS 3- 6= 0/172, 4-6 =- 1274/1710 • JOINT STRESS INDEX 2 =0.59,3= 0.87,4= 0.96,5 =0.56 and 6 =0.49 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp 8; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. . 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 774 Ib uplift at joint 2 and 1002 Ib uplift at joint 5. 4) Girder carries hip end with 7 -0-0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert 2- 6 = -30, 5- 6= 65(F -35), 1- 3 = -54, 3- 4- 116(F =-64) Tnsss Desiau Engineer. Lawrence A. Pause, PE Concentrated Loads (Ib) Florida PE No. 21475 Vert: 6= 539(F) Builders FirstSounce - Florida, LLC 6550 Roosevelt Blvd Jacksonville, FL 32244 August 17,2004 IA Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII •7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the t.. , responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WfCA Center, +�� 1 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onoirio Drive, Madison, WI 53719 j] Job , Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J 1232498 J84856 T13 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:33 2004 Page 1 -1-4 -0 4.9 -14 1 9-0-0 13-8 -8 1-4-0 4-9-14 4 -2 -2 4-8-8 4x6 = Scale = 1:27.2 3x6 = 4 5 5.00 FIT 2x4 3 R 2 • w 2x4 11 _ 7 6 3x6 3x8 = Truss to Beam connection to be specified by the Architect/Engineer of Record: 9-1 -12 1 13-8-8 9-1-12 4-8-12 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.14 2 -7 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.21 2 -7 >771 180 BCLL 10.0 Rep Stress Inc! YES WB 0.33 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 70 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -8 -4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 651/0 -3 -8, 6= 559 /Mechanical Max Horz2= 312(load case 5) Max Uplift2=- 436(load case 5), 6=- 360(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 912/769, 3-4 =- 589/414, 4 -5 =- 499/452, 5-6=-529/509 BOT CHORD 2 -7 =- 954/814, 6-7=-22/18 WEBS 4 -7 =- 34/208, 3 -7 =- 343/538, 5-7=-567/634 JOINT STRESS INDEX 2 = 0.57, 3 = 0.20, 4 = 0.59, 5 = 0.40, 6 = 0.27 and 7 = 0.33 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf, Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 Ib uplift at joint 2 and 360 Ib uplift at joint 6. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FixstSavr_e - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 Ai Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. El uilders Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or 1416 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 O'Onofno Drive, Madison, WI 53719 ElFirstSource Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232499 J84856 T14 I MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. •Tue Aug 17 11:10:25 2004 Page 1 -1-4-0 7 -0-0 13 -8-8 14 -0- 1 -4-0 7 -0-0 6-8-8 0 -3-8 Scale = 1:26.4 5x8 = 4x6 = 3 4 • • 5.00 FY Ii r- m r 2 Io 6 5x6= 5 • 3x6 = 3x6 11 • • 13-8 -8 1f1 -0 13-8 -8 0 -3-8 Plate Offsets (X,Y): [3:0- 5 -0,0 -2 4j, [4: Edqe, 0 -1 -81, [5:0- 3- 4,0 -1 -8), [6:0- 3- 0,0 -3 -01 LOADING (psf) SPACING 2 -0 -0 CSI • DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.17 2 -6 >942 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) 0.15 2 -6 >999 180 BCLL 10.0 Rep Stress Ina NO WB 0.55 Horz(TL) -0.02 5 n/a nla BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 62 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -3 -2 oc purtins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4 -11 -12 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 4 -6 4-5 2 X 4 SYP No.2D REACTIONS (Ib /size) 2= 1065/0 -3 -8, 5= 1327/0 -3 -8 Max Horz2= 253(load case 4) Max Uplift2= 974(Ioad case 4), 5=- 1202(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 1965/1619, 3 -4 =- 1759/1576, 4- 5=- 1106/1137 BOT CHORD 2 -6 =- 1579/1752, 5-6= 191/207 WEBS 3- 6= 0/148, 4-6 =- 1551/1710 JOINT STRESS INDEX 2 = 0.59, 3 = 0.94, 4 =0.99, 5= 0.62 and 6 = 0.49 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 974 Ib uplift at joint 2 and 1202 Ib uplift at joint 5. 4) Girder carries hip end with 7 -0 -0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 2- 6 = -30, 5-6=-65(F=-35), 1- 3 = -54, 3- 4=- 118(F = -64) To Design Engineer. Lawrence A. Paine, PE Concentrated Loads (Ib) Florida PE No. 21475 Vert 6 = - 539(F) Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 Waming - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE addets This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure. including ail temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, — * 6300 Enterprise Lane, Madison, W f I 53719 or the Truss Plate Institute, 583 D'Onoo Drive, Madison, WI 53719 Job , Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232500 J84856 T15 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:33 2004 Page 1 I -1-4-0 I 4 -9-14 I 9 -0-0 � 13-8-8 1400 1 -0.0 4 -9-14 4-2 -2 4-8-8 0-3 -8 Scale = 1:27.4 4x8 = 3x8 = 4 5 I - I 5.00 Hi 2x4 3 41 4 z 1 co 1 i MI __ Io • 1 a 3x6 7 B Fg 3x8 = 3x6 II 9 -1 -12 13-8 -8 I I 1t1-0/0 9-1 -12 4 -6-12 0-3-8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.48 2 -7 >335 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.44 2 -7 >366 180 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 70 lb LUMBER • BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4 -8 -3 oc bracing. WEBS 2 X 4 SYP No.3 . REACTIONS (Ib/size) 2= 651/0 -3 -8, 6= 559/0 -3 -8 Max Horz2= 312(Ioad case 5) Max Uplift2= 636(Ioad case 5), 6=- 561(Ioad case 3) • FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 912/1379, 3-4 =- 589/930, 4- 5= 499/928, 5 -6 =- 529/926 BOT CHORD 2 -7 =- 1548/814, 6-7=-21/18 WEBS 4-7 =- 34/70, 3 -7 =- 343/676, 5 -7 =- 1197/634 JOINT STRESS INDEX 2 = 0.92, 3 = 0.25, 4 = 0.54, 5 = 0.53, 6= 0.20 and 7 = 0.33 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end . zone and C -C Exterior(2) zone; porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 636 Ib uplift at joint 2 and 561 Ib uplift at joint 6. LOAD CASE(S) Standard Truss Design Engineer. Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 - August 17,2004 Warring - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. m Ui1 ' .. : ' . O Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the ! responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or 1-11B-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 FirstSource Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232501 J84856 T16 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:33 2004 Page 1 -1-4-0 5 -9-14 } 11-0-0 13-8 -8 1 -4-0 5 -9-14 5-2 -2 2-8-8 4x6 = Scale = 1:30.9 3x6 5 l ��wt � IY 5.00 FIT 2x4 3 2 • 2x4 11 3x6 = 7 6 3x8 = Truss to Beam connection to be specified by the Architect/Engineer of Record. 11 -1 -12 13-8 -8 11 -1 -12 2-6-12 LOADING (psf) • SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.28 2 -7 >576 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.41 2 -7 >388 180 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 73 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 651/0 -3 -8, 6= 559/Mechanical Max Horz2= 371(Ioad case 5) Max Uplift2=- 430(load case 5), 6=- 376(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 835/680, 3 -4 =- 410/206, 4-5=-316/271, 5 -6 =- 656/535 BOT CHORD 2- 7=- 934/743, 6- 7 = -7/0 WEBS 4 -7 =- 89/292, 3- 7= 463/712, 5 -7 =- 578/697 JOINT STRESS INDEX 2= 0.74,3 = 0.26,4= 0.63,5= 0.38,6 =0.25 and 7 = 0.40 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 Ib uplift at joint 2 and 376 Ib uplift at joint 6. LOAD CASE(S) Standard Truss Design Erb •er: Lawrence A. Paixue, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6.550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 Wamieg -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the Builders responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or 1-1I &91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 OFirstSource Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES .11232502 J84856 T17 MONO HIP 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:33 2004 Page 1 -1-4 -0 6 -9 -14 13 -0-0 13 -8- 1-4-0 6-9-14 6 -2 -2 0-8-8 2x4 11 Scale = 1:36,9 4x6 = 4 5 jT � r 5.00 12 3x6 3 2 d a7g r r� .1 6 3x6 = 7 5x8 II 2x4 II Truss to Beam connection to be specified 6-9-14 13-8-8 by the Architect/Engineer of Record. 6-9-14 6 -10 -10 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.09 2 -7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.10 2 -7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6 -9 -9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 559 /Mechanical, 2= 651/0 -3 -8 Max Horz2= 430(load case 5) Max Uplift6=- 440(load case 5), 2=- 413(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/28, 2 -3 =- 903/524, 3 -4= 123/5, 4-5= -20/7, 5-6 =- 346/138 BOT CHORD 2- 7=- 848/771, 6- 7=- 848/771 WEBS 3 -7= 0/238, 3 -6 =- 785/847, 4-6=-301/643 JOINT STRESS INDEX 2 = 0.49, 3 = 0.24, 4 = 0.84, 5 = 0.36, 6 = 0.23 and'7 = 0.13 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf, BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 Ib uplift at joint 6 and 413 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders Fi - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 A Warring - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection BU F and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 41 ! S 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofdo Or ve, Madison, WI 53719 Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232503 J84856 T18 MONO HIP 3 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:33 2004 Page 1 -1 -4-0 6 -9 -14 1 13 -0-0 1 13 -8-8 1 6 -9 -14 6 -2 -2 0-8-8 3x6 II Scale = 1:35.5 4 • 5.00 12 34 3 2 raml T r d1 ei 3x6 = 6 5 3x6 - Truss to Beam connection to be specified 2xa II by the Architect/Engineer of Record. 6 -9-14 1 13-8 -8 1 6 -9 -14 6 -10 -10 LOADING (pst) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.09 2 -6 >999 • 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.10 2 -6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -9 -7 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (Ib /size) 5= 559 /Mechanical, 2= 651/0 -3 -8 Max Horz2= 448(load case 5) • Max Uplift5=- 459(load case 5), 2=- 407(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/26, 2 -3 =- 909/514, 3 -4 =- 115/25, 4 -5 =- 149/280 BOT CHORD 2- 6=- 863/778, 5- 6=- 863/778 WEBS 3- 6= 0/232, 3-5=-808/895 JOINT STRESS INDEX 2= 0.43,3 = 0.26,4= 0.44,5 =0.27 and 6 = 0.12 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 Ib uplift at joint 5 and 407 Ib uplift at • joint 2. LOAD CASE(S) Standard Tnvs Design Engineer, Lawrence A. Paine, PE Florida PE No. 21475 Builders F rstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 ,4 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 0Builders Applicability of design parameters and proper incorporation of component into the overall building structure, including ail temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Chive, Madison, WI 53719 FirstSource Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J84856 T21 FLAT 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 13:01:06 2004 Page 1 1 6-4-0 I 12-8 -0 I 6-4-0 6-4-0 Scale = 1:21.7 3 x8 _ 2 x 4 II 3x6 1 = 2 BBt� o — I 0 N N o 0 5 1 3x6 I I 7x10 = 3x6 6 II I 6-4-0 1 12-8 -0 6-4-0 6-4-0 Plate Offsets (X,Y): [ 2- 12,0 -1- 8],[3:0 -2- 12,0 -1- 8],[5:0- 5- 0,0 -4 -4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.12 5 -6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.14 5 -6 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 - Code FBC2001 /ANSI95 (Matrix) Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or properly attached trusses spaced 24" o.c. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1- 62X4 SYP No.2D,3- 42X4 SYP No.2D REACTIONS (Ib /size) 6= 2637/0 -3 -8, 4= 2637/0 -3 -8 Max Uplift6=- 1781(load case 2), 4=- 1781(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1-6=-1522/1092, 1 -2 =- 4465/3006, 2-3=-4465/3006, 3-4 =- 1522/1092 BOT CHORD 5 -6 =- 377/528, 4 -5 =- 377/528 WEBS 1-5=-2768/4146, 2-5=-222/326, 3-5=-2768/4146 JOINT STRESS INDEX . 1= 0.94,2= 0.07,3= 0.94,4= 0.81,5 =0.47 and 6 =0.81 NOTES 1) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1781 Ib uplift at joint 6 and 1781 Ib uplift at joint 4. 6) Girder carries tie-in span(s): 12 -0 -0 from 0 -0-0 to 12 -8 -0; 8 -7 -0 from 0 -0-0 to 12 -8 -0 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Ti xm Design Engineer: Lawrence A. Paine, PE Uniform Loads (plf) Florida PE No. 21475 Vert 1 - 3 = - 54, 4 - 6= 372(F= - 132, 8 =210) Builders FirstSource - Florida., LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 l a © Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. • - .. .. . Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the ,, responsibility of building designer and / or contractor per ANSI / TPt 1 as referenced by the building code. For general guidance regarding storage, delivery, erection i and bracing, consult SCSI -1 or H18-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI FirstSource Ob Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232505 J84856 T22 MONO TRUSS 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:34 2004 Page 1 -1-4-0 4 -11 -8 1 8 -10-0 1-4 -0 4 -11 -8 3 -10-8 Scale = 1:17.4 2x4 I I 4 • 3.00 12 2x4 3 • 2 • r +� ;= 3x6 = • 3x8 = 8 -10-0 8 -10-0 Plate Offsets (X,Y): [2:0 -2- 12,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 • Plates Increase 1.25 TC 0.26 Vert(LL) -0.26 2 -5 >390 240 MII20 249/190 TOOL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.39 2 -5 >260 180 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001 /ANS195 (Matrix) Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -9 -12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 448/0 -3 -8, 5= 351/0 -3 -8 Max Horz2= 181(load case 3) Max Uplift2=- 335(load case 3), 5=-253(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/17, 2- 3=- 508/745, 3-4 =- 47/16, 4 -5 =- 86/161 BOT CHORD 2 -5 =- 885/463 WEBS 3 -5 =- 483/924 JOINT STRESS INDEX 2= 0.17,3= 0.31,4 =0.07 and 5 = 0.26 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf, BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical.connection (by others) of truss to bearing plate capable of withstanding 335 Ib uplift at joint 2 and 253 Ib uplift at . joint 5. LOAD CASE(S) Standard • Tmss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL. 32244 August 17,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual budding component that is installed and loaded vertically and fabricated with MiTek connectors. �, ! Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the a S responsibility of building designer and I or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB - Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 O'Onofrio Drive, Madison, WI 53719 F 4'rs Source Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232506 J84856 T22G DROP TC MONO 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 12:11:42 2004 Page 1 -1-4-0 8 -10-0 1 -4-0 8 -10-0 Scale = 1:17.4 2x4 1I 6 5 2x4 I I 3.00 12 4 3x6 H I 1 3x6 - 3 2 11■2 r • 3x6 = 4x6 = 3x6 = Bottom chord must be laterally braced for horizontal wind loads" II 2x4 I I 2x4 II. Bracing system to be designed and furnished by other. 8 -10-0 8-10-0 Plate Offsets (X,Y): [2:0- 0- 4,0 -2 -01, [2:0- 7- 0,Edgel LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.13 1 >124 180 BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2001 /ANS195 (Matrix) Weight: 37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 • REACTIONS (Ib /size) 2= 563/8 -10 -0, 7= 244/8 -10 -0, 9= 1194/8 -10 -0, 8=-594/8-10-0 Max Horz2= 159(load case 3) Max Uplifl2=- 414(load case 3), 7=- 143(load case 3), 9=- 785(load case 3), 8 — 594(load case 1) Max Grav2= 563(load case 1), 7= 244(load case 1), 9= 1194(load case 1), 8= 348(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 17/35, 2 -3 =- 154/0, 3-4=-203/105, 4-5=-117/112, 5 -6 =- 58/40, 6 -7 =- 172/244 BOT CHORD 2- 9 =0/0, 8- 9 =0 /0, 7 -8 =0 /0 WEBS 4-9 =- 913/1300, 5- 8=- 595/423 JOINT STRESS INDEX 2= 0.44,2 = 0.00,2 = 0.00,3= 0.00,3 = 0.64,4 = 0.28,5= 0.23,6= 0.10,7= 0.10,8 =0.23 and 9 = 0.29 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf, Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1 -4 -0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 Ib uplift at joint 2, 143 Ib uplift at joint 7, 785 Ib uplift at joint 9 and 594 Ib uplift at joint 8. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. LOAD CASE(S) Standard 1) Regular Lumber Increase =1.25, Plate Increase =1.25 Truss Design Engineer: Lawrence A. Paine, PE Uniform Loads (plf) Florida PE No. 21475 Vert: 1- 6=- 114(F =60), 2 -7 = -30 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 I A waning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11 -7473 BEFORE USE Buag This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the 11- *: responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI.1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 F i rs i o rc e 111 11,„JJ (,,,,1 Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232507 J84856 T23 MONO TRUSS 6 1 • Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:34 2004 Page 1 -1-4-0 4 -10-0 8 -7-0 1 -4-0 4-10 -0 3 -9-0 Scale = 1:17.0 2x4 4 3.00 FIT — 2x4 3 2 =iv 3x6 5 Simpson HUS26 3x6 = 8-7-0 8-7-0 Plate Offsets (X,Y): F2:0 -2- 12,0 -1 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.23 2 -5 >426 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.35 2 -5 >284 180 BCLL 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -11 -2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 438/0 -3-8, 5= 341/Mechanical Max Horz2= 176(load case 3) Max Uplift2=- 329(load case 3), 5=- 245(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/17, 2- 3=- 489/722, 3-4=- 46/15, 4 -5 =- 84/157 BOT CHORD 2 -5 =- 859/445 WEBS 3 -5 =- 464/897 JOINT STRESS INDEX 2 = 0.17, 3 = 0.30, 4 = 0.06 and 5 = 0.25 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 Ib uplift at joint 2 and 245 Ib uplift at joint 5. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 214'75 Builders FirntSource - Florida, LLC 6550 Roose•relt Blvd. Jacksonville, FL 32244 August 17,2004 L Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the • •••• responsibility of building designer antl / or contractor per ANSI / TPI 4 as referenced by the building code. For general guidance regarding storage, delivery, erection u f and bracing, consult BCSI -1 or HIB-91 Ha I nstalling and Bracing Recommendation available from the Wood Truss C ouncil of America 1 WT CA Center - .yam 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 f�11 Job . Truss Truss Type Qty ' Ply LOT 3 PARADISE PRESERVES J1232508 J84856 T24 SCISSORS 16 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:34 2004 Page 1 -1 -4-0 I 6 -1 -12 I 12 -3-8 I 13 -5-8 i 1-4-0 6-1 -12 6 -1 -12 1 -2 -0 4x6 = Scale = 1:39.7 4 AIL EN 11.00 I // 5 3 ��► 8 5x8 = , N N 2 % 3 x6 .i 6 ii 0 3x6 \' Ic 1 Al 3x6,1 3x6 I\ 7 l M 6 12 O ►� 3x8 II FA 3x8 11 i 6-1 -12 1 12 -3-8 6 -1 -12 6 -1 -12 Plate Offsets (X,Y): [2:0- 4- 14,Edge], [6:0- 4- 14,Edge] LOADING (pst) SPACING 2 -0 -0 CSI DEFL in (loc) I /detl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.06 2 -8 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.08 1 >223 180 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3- 11 -11, Right 2 X 4 SYP No.3 3 -11 -11 REACTIONS (Ib/size) 2= 591/0 -3 -8, 6= 580/0 -3 -8 Max Horz2= 262(load case 4) Max Uplift2=- 382(load case 5), 6=- 368(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/38, 2 -3 =- 836/298, 3-4=-711/316, 4 -5 =- 711/395, 5-6=-834/370, 6 -7 =0/31 BOT CHORD 2-8=-226/628, 6-8=-210/628 WEBS 4 -8 =- 175/713 JOINT STRESS INDEX 2 = 0 . 63 , 2 = 0 . 16 ,2= 0.16,3 = 0.00,4 = 0.79,5 = 0.00,6= 0.63,6 = 0.16,6 =0.16 and 8 =0.53 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf, BCDL= 3.0psf, Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 Ib uplift at joint 2 and 368 Ib uplift at joint 6. LOAD CASE(S) Standard Truss Des* Ezwireer: Lawrence A. Paine, PE Florida PE No. 21475 Bui]ders FirstSouxce - Florida, LLC 6.550 Roosevelt Blvd. Jacksonville, FL 32244 - August 17,2004 I A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ��444 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Cnofno Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232509 J84856 T24G SCISSORS 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Ronda 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:35 2004 Page 1 -1 -4-0 6 -1 -12 12 -3 -8 ( 13 -5-8 i 1-4 -0 6 -1 -12 8-1 -12 1 -2-0 5x6 Scale = 1:37.6 4 2x4 I I \ iip 2x4 11 2x4 II \ 2x4 I 3x6 3x6 • a Y 5 1A0 12 3 • 8 R 2 x a I I 5x6 = 2x4 II • 2x4 11 2x4 I I 6 F. 2 o 7 d, 1 4 6.00 FIT ►� Bottom chord must be laterally braced for horizontal wind loads. 5x8 I I Bracing system to be designed and furnished by other. 5x8 I I 6 -1 -12 1 12 -3-8 6-1 -12 6 -1 -12 Plate Offsets (X,Y): [4:0- 3- 4,0 -2 -8) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.09 2 -8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.11 1 >167 180 BCLL 10.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.08 6 n/a n/a BCDL 5.0 • Code FBC2001 /ANSI95 (Matrix) Weight: 72 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -0 -15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8 -0 -10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1047/0 -3 -8, 6= 1023/0 -3 -8 Max Horz2= 246(load case 4) Max Uplift2=- 695(load case 5), 6=- 673(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 23/80, 2 -3 =- 1691/831, 3-4 =- 14351751, 4 -5 =- 1435/771, 5 -6 =- 1688/896, 6-7=- 19/68 BOT CHORD 2 -8 =- 544/1231, 6-8=-537/1232 WEBS 4 -8 =- 503/1279 JOINT STRESS INDEX 2 = 0.69, 3 = 0.00, 3 = 0.57, 4 = 0.94, 5 = 0.00, 5 = 0.59, 6 = 0.69, 8 = 0.75, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 =0.00 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp 8; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4 -0 oc. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 Ib uplift at joint 2 and 673 Ib uplift at joint 8. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. LOAD CASE(S) Standard Truss Design Engineer: Laurence A. Paine, PE 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Florida PE No. 21475 Uniform Loads (plf) Builders Fix tSource - Florida, LLC Vert 1- 4=- 114(F =-60), 4- 7= 114(F =60), 2- 8 = -30, 6 -8 = -30 15550 Roosevelt S1'ni. Jacksonville, FL 32244 August 17,2004 !A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE M I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. ' , Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the I responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I and bracing, consult BCSI -1 or 1118 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WrCA Center, 1 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 FirstSource Job , Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232510 . J84856 T25 KINGPOST 6 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 13:56:10 2004 Page 1 6-1 -12 12 -0-0 6 -1 -12 4x6 = 5 -10-4 Scale = 1:41.4 2 i. 11.00 12 4x6 // 4x6 3 1 O W4 Simpson HUS26 Simpson HUS26 6 5 4 2x4 11 5x8 = 2x4 I I 6-1-12 12 -0-0 6 -1 -12 5-10-4 Plate Offsets (X,Y): [1:0- 2- 0,0- 2- 0],[3:0- 1- 8,0 -2 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.03 5-6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.05 5-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* • 3-4 2 X 6 SYP No.1D, 1 -62X6 SYP No.1D REACTIONS (Ib /size) 6= 485 /Mechanical, 4= 485/0 -3 -8 or Simpson HUS26 Max Horz6= 228(load case 4) Max Uplift6=- 259(load case 8), 4=- 265(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 443/297, 2 -3= 471/335, 3- 4=- 408/343 BOT CHORD • 5 -6 =- 228/209, 4 -5 =- 290/230 WEBS 2 -5 =- 13/180, 3 -5 =- 189/376, 1- 5=- 106/281, 1- 6=- 414/338 JOINT STRESS INDEX 1= 0.13,2 = 0.88,3= 0.97,4 = 0.52,5 =0.09 and 6 =0.14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift at joint 6 and 265 Ib uplift at joint 4. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that g installed anc gd vertically fabricated er a with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building uilding including all t temporary and and d perrnanent bracing, is the responsibility of budding designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult 8CSI -1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, I 6300 Enterprise Lane, Madison, WI 53719 or Inc Truss ,,,rrr�� s Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 `Firs c tjrc e (� Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232511 J84856 728 COMMON 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 12:14:40 2004 Page 1 -1-4-0 4-7 -12 9-3-8 10-7-8 1-4-0 4 -7 -12 4 -7 -12 , 1-4-0 Scale = 1:21.1 4x8 = 3 7.00 F1T • 2 4 J wi 1 5 1 6 2x4 = 2x4 1I 2x4 4-7 -12 1 9-3-8 4-7-12 4-7 -12 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) 0.01 2 -6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.02 1 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. . BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (lb /size) 2= 462/0 -3 -8, 4= 462/0 -3 -8 Max Horz2= 119(load case 4) Max Uplift2=- 334(load case 5), 4=-334(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3= 463/275, 3 -4 =- 463/275, 4 -5 =0/38 BOT CHORD 2- 6=- 122/346, 4 -6= 122/346 WEBS 3-6 =0/158 • JOINT STRESS INDEX 2= 0.85,3= 0.37,4 =0.85 and 6 = 0.09 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCOL= 3.0psf; Category 11; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 Ib uplift at joint 2 and 334 Ib uplift at joint 4. . LOAD CASE(S) Standard Thus Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSolure - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 !A blaming • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII •7473 BEFORE USE Builders This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HI9-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Thus Plate Institute, 583 D'Onofrio Drive; Madison, WI 53719 i rs S rce Job . Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J1232512 J84856 T27 COMMON 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 14:14:09 2004 Page 1 4 -7 -12 9 -3-8 4 -7 -12 4-7 -12 4x6 = Scale = 1:20.6 2 7.00 12 3 w a 4 C\ 3x6 = 3x6 11 3x6 = 1 4-7 -12 9-3-8 4-7 -12 4-7 -12 Plate Offsets (X,Y): [4:0- 4- 8,0 -1 -8) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.04 1-4 • >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.05 1-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 3 nla nla BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -11 -9 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 8-4 -10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 1323/0 -3 -8, 3= 1323/0 -3 -8 Max Horz1= 110(load case 3) Max Upliftl=- 905(load case 4), 3=- 905(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 1598/1086, 2- 3=- 1598/1086 BOT CHORD 1 -4= 875/1344, 3 -4 =- 875/1344 WEBS 2-4 =- 824/1295 JOINT STRESS INDEX 1= 0.54,2= 0.52,3 =0.54 and 4 = 0.46 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 905 Ib uplift at joint 1 and 905 Ib uplift at . joint 3. 4) Girder carries tie -in span(s): 12 -0 -0 from 0 -0 -0 to 9 -3 -8 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pif) Vert 1- 2 = -54, 2-3=-54, 1-3=-240(F=-210) Taus Design En Weer: Lawrence A. Paine, FE Florida PE No. 21475 Bidders FirstSource - Florida, LLC 15550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 IA Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE f This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. But: s 1 Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult 8061 -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719 '+ t.r f �.J e Job Truss Truss Type 1 Qty Ply LOT 3 PARADISE PRESERVES J1232513 J84856 T28 SCISSORS 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 14:02:11 2004 Page 1 -1 -4-0 4 -9 -8 9 -7 -0 10 -11-0 1-4-0 4 -9-8 4-9 -8 1-4-0 Scale = 1:21.4 4x6 = 5.00 12 6 4 2 4x6 = of / 5 3x6 3.00 12 3x6 4 -9-8 9-7-0 4-9-8 4 -9 -8 Plate Offsets (X,Y): [2:0 -1- 12,0 -1- 8],[4:0 -1- 12,0 -1- 8],[6:0- 3- 0,0 -2-4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0:32 Vert(LL) 0.13 6 >839 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.16 6 >680 180 BCLL 10.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.11 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -0 -13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5 -7 -0 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (Ib /size) 2= 694/0 -3 -8, 4= 694/0 -3 -8 Max Horz2=- 76(load case 5) Max Uplift2=- 525(load case 4), 4= 525(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/26, 2 -3 =- 2291/1456, 3-4 =- 2291/1477, 4 -5 =0/26 BOT CHORD 2 -6 =- 1323/2118, 4 -6 =- 1323/2118 WEBS 3-6= 956/1576 JOINT STRESS INDEX 2= 0.62,3= 0.58,4 =0.62 and 6 = 0.67 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL=4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 3) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 Ib uplift at joint 2 and 525 Ib uplift at joint 4. 5) Girder carries hip end with 4-9 -8 end setback 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Veit 1- 3 = -54, 3- 5 = -54, 2- 6 = -30, 4-6=-30 Concentrated Loads (Ib) Vert 6=- 442(F) Truss Design. Engineer: Lawrence A. Paine, PE Florida PE No. 214 ^5 Builders FLrtSouxce - Florida, LLC 6.550 Roosevelt Blvd. Jacksonville, FL 32244 August 17,2004 A Warring - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual budding component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the i responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I and bracing, consult SCSI -1 or HI8-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, + � � 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onoftio Drive, Madison, Wt 53719 ] j rstSo Job .. Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES — 1 - J1232514 J84856 T29 SCISSORS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Mon Aug 16 12:43:36 2004 Page 1 -1-4-0 i 4-9-8 9-7-0 I 10 -11 -0 I 1-4 -0 4 -9 -8 4 -9-8 1-4 -0 Scale = 1:21.1 4x6 = 3 5.00 12 ,�, ■ puu • 6 <9 2 4x6= 4 1 3x6 s NV 5 �d 3.00 FT Ller ' 3x6 = 4-9-8 i 9 -7-0 I 4-9-8 4 -9-8 Plate Offsets (X,Y)L[2:0 -1- 12,0 -1- 8],[4:0 -1- 12,0 -1- 8],[6:0- 3- 0,0 -2 -4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.08 6 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.08 6 >999 180 BCLL 10.0 Rep Stress Incr YES W8 0.21 Horz(TL) 0.06 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -10 -13 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7 -5 -15 oc bracing. WEBS 2 X 4 SYP No.3 • REACTIONS (Ib /size) 2= 473/0 -3 -8, 4= 473/0 -3 -8 Max Horz2=- 76(load case 6) Max Uplift2=- 343(load case 5), 4=- 343(load case 6) • FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/26, 2-3=-1175/963, 3 -4 =- 1175/963, 4 -5 =0/26 BOT CHORD 2-6=-746/1078, 4-6=-746/1078 WEBS 3-6 =- 336/655 JOINT STRESS INDEX 2= 0.31,3= 0.52,4 =0.31 and 6 =0.31 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =27ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 Ib uplift at joint 2 and 343 Ib uplift at joint 4. LOAD CASE(S) Standard Truss Design E i sneer. Lawrence A. Paine, PE Florida PE 4To. 21475 Builders FirstSource - Florida. LLC 6550 Roosevelt Blvd. Jacksonville, FL 3244 - August 17,2004 © Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11 -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the s-' ' 4'' Ult responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WiCA Center, • � 8300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 a • H CD C _ _o O _ •,-:: ° L a . O 0 .0 O � O C a) C O Q o ° U o c0� �0 ° s �_ O ° a QO 1.) '5 o O QOM Ec °a o 0 " A� �- ,•- oC 0C CO � 0 ` - 0 • • � 0 0) 0 0) .3 a 0) W N • C 0 0 ` O U O N - c-0 o o E ° O� ao 6 N �a °� �� 0 } �F� 0 U'- 0 ` Y . 0 . 0 a) O. o C 'O ° 0) C 0 0 .O O . 2 d V O 7 0= O O p 0 U O c O •V .0 a) c g•g. B -c O N E° c� _ -��- °o U oa 0 0 o 0 3 �'a) "- oa 00 t -p c ` .2Q oo �-0 - E o20 o a 0 00 oU o ° Eo 00 •O o �a _C 5. oa0i TS o ° a, o � - o � L � _ 1.„. 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U O a a .Q V ;,�� W m �� ii < N Itol J 1 Q W a. a J m i :.i8 QddV ...., :311 ONLUVLIO ) • a8 8 13'd O 'ITI21HVD SIno'l :axooau ,lo xaaxioNa • JNI `DNIZIRHICIIDN I Dr l VOINOl3 'A1N lam 0O SNHOf'1S - 3l�3S3ild 3SIOVMVd CO 101 s3NOr :�e NO al10o V1.SHI5 � • 'e NM r 13188Y9 SIM A8 NOISY] 3rvvN 801" - , -- R ;. . !- o e„ —% — 9 — aka' .. c .. ^ -.. ptYJ011N SMV11 bWL 3 sMOUrnm . s Z .. I / A.QIlh01 tlCf 9I SO : 017 • 5011.11 I6 . _ _ 1 b W .. i • f S u gb �, a oS ■ 14' i I a 19 ^ a g ° g , 1 1.-- �5,. 4, u I „ i y k b ; A ga $ tt g m s� V& Eg e 3 �vo2. W S A I i F': ie d„ 8 .-C g e» j w 8 g g_ z R -a R 8• mN x ' 6 co the 4 a C r gV a :; a f a v :tau. .. : J 4, a i =� L o N'.d >gea / N „ ` I I I .. _ " _ 1:: �� - -.. i / \ / O 2 ` — -- - . - / . I � $€ W� ci a z� 3 — �`� ' a I _ _S— 6 lit Y Pt li -- 3 » ' A. , r8 SN58.T s r T —r I I I I 0 ili ° .a .....a xz ra L 11 I IIII Sea I 2 P E ~ I n � n p .o. W y N a-- a R 4 �� 9^ � � � 1 .0 ..0 (Z) � ? � w v � ' <N ia �4 • YO J • _ I 6 0 2b�p - 42 % OQ 1 X � d r U ° -o ��Qyy u�S Q c I o n ^ ° iu X z J . D = Z W. 0 0 zo m ° OU �yjw'n r ; g 'i wQ I ® t Q1Q-J �m m °� 0, °a ° m ® ® 3 I i i U¢ '^ a N p cp . exzro 1 = m ,., aFN 6 „<,,, U ' 3 0,7, � - N 0 3 ll ll ll E. O t'i QW° °<O l, 0 g, r2 e„ - r-� ° ° N�•I U J ON O Y. = d W 6 W Q m K ZZ O p O n Z I F N 3 j��pa O F P. ' aw r�Y �� _C © ° a te= iu © wo � O a '. C 1 _ ,,, W g � Z! giW7 Filli — iai O Xc�iam as .'^au°i, Q I O �} ry �"'" _ E I — i - ...-�- +......► i 111 4 AI Ng( .s xz rte °; °n C7, IY 1 d e i a iK O q� ¢ J I NO Q ., 0 13 o iir ° i I °r .. - - _ O 1 i lb!, _ I Ie J L 1 I .� a 9 C z I _ ( b Q 1G ',,• j .. O u a- kiiu iiii 1 ° o L u e m .e xL rz .e xL (LI - 6 �. O I ', I • �, p CD -� Q n v v � / I Il -- I ' -1 J �. m Q C vv \ ti LI p =02 Z • O A m z N I V`D l O es D Z E (7) > ■ Z > > A A nm-..Z o W .--1 ---/ � $i z 65 r" V S Z -I v c ,,1 x1o8,1 s+ yR ji - fir � C1 V 61 . N x>o p0a"D § . -uF 013 o Si v s mD 1°Rp oN gym° — AD 2cn N c�2> � N Q � i z v o oo i oo N ,o `` m ... — .....i V 3 Cl- M 'i. 9 r ..0, os 0 0 ss O 0 r p Z „_,,. %.,... 1 v r o z) '7 ' D r 0 ,�--- a v. N r z I v) C!) sN on N, N N N N LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 11/ 3 / 2004 Re: Lot 3 Paradise Preserve, Jax. 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 I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincer (-2-4) Louis J. Gabriel, P.E. tit/ ' ^�, WIND FORCES STRUCTURAL ANALYSIS FOR LOT 3 PARADISE PRESERVE, JACKSONVILLE BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: NOVEMBER 2 ND 2004 111y1oH ti Sheet 6 , Date n ik 11.104 L. $ 6ri�-� i 01 E � //� H k I, p 3 P OYD.r f c(ts we . , • ciaw,a tos 4(' e Po L e � u �� Yt S � vtN-� 5 true �LLY0. q Ltri btt5 163 Rout. 4 Nd 4 W SVI • ""J :— /I4 • ' • M FD o r ;_• 3/ G pi gOOF TY1.4 sscs 4 cloor ,r;4 SJe1 :— GwjtKeel . Fravnil (5 ee A XGt.W i 11% } a .. o i Arch tcc t u.r Q j r au ) ► S v4 i Rot pct. v Ja.4,�: See Sal ea 1 � G $ Av c.► ovetz to Stew+n ...4 ' Vt A 6 boLb R lie ._ e -., Penetrwt - V n • 1 d,.*, . t ar 6 G rl icv_d h e 4 blot* gviles;s, Aote.40 0 ki.elwise 5 b v.J Alf Ye r. Force ert: - 1. # Ro de :0 48 r c,- a+ atr .:GO (- ne , r 1 4 0 WA S )11 eA k{ nai Lit p 4tti B c c ww4.c n Wife- ,nc: s ' it 6. 4.C• a p4114. 4...( u o t� . thtleSS A0J etel I R 00C p\ k.d. :...., 5 to r2- cam. (oo c ke. Lt 12, . t! Ckonr r . C T1nci ry aorta e 4 p•0 vies o:- 3300 Ft mtd A 0 f . Re..:. � ect y e.te,r - Zo6 - - _ ;... • DATE: Sheet 2. of \‘12,10k1 . ,b (,e t,, e' E• 1,01' 3 p !.' y- er e g, i Wnd s tjo : M, ( 3 sec �uS t� strut . Lejj b a' Cx 1 s wf� IP N 6) 1 O1tar ce FA 1• o Ctor, 3.: I tA boene ' ubti s No) , I F Loci i►.t Stu .kut"f - -rnc %Or o t# ► S a 'r4 ve J 1 t - C Ni t,! 41) -�,c4 12 - co ft'ca apt ftrom t� �ud1 r�4� • P `° �' to e. ,. FY oy t 1/IG p 64.4 (4.14411C1 P ..r t e 5ho Wn _6 1e 1666. CI rs ! )J o) WIND -BORNE DEBRIS PRO OTION FASTENING SCHEDULE FOR WOOD SOISMONAL MOUS FASTENER FASTENER SPACING (In.)1 TYPE Panel Span 5 2 ft 2 It < Panel Span 4 ft < Panel Span 6 ft < Panel Span < 4 ft <6ft < 8 ft 2 1/2 #6 Wood Screw 16 16 12 9 21/2 #8 Wood Screws 16 16 16 12 Double- Headed Nails 12 6 4 3 SI: 1 inch =25.4 mm 1 foot =305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph (58 ni/s) and mean roof height of 33 feet (10 m) or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry /Stucco, they shall be attached using vibration - resistant anchors having a minimum withdrawal capac- ity of 490 lb (2180 kN). 4. Nails shall be 10d common or 12d bpx double - headed Pails. c) op l S i s trw Vil" be- 44441 St4.11 aS p b', O* o to Yes / pJ MAX• vpUit oNt goof 514tA C Govotrhe4u 4- cV1/44 - 65.4 PsP p u 61til 4 044 r 8 Uw � r 0 4: Space. P G o. c.. & pitdme r 82. at (45.4)C2)(o. 0= (QS• tbs ►mac wpUi Pit per Ft cryt jv a wubj1 re& Ls tun s to uve ? (.4)/36 , 1 �� w t� �� o,�' �► � 4- ire -ukvil i2n 1 ) / ,/ a L eta; fr Levi ti,, e ( i 301 ('4, . FAQC 604 Veviet Fowrt.& t pct cam► Le Roo 1~' /(c Cc L i it DATE : Sheet of 1t /7 off L. CA•nel, P‘ e. r c 3100 /2,) c v1.24 ' / tern ) = 5470P M h vfOft St,f e4 is . S P H ' ' ' s ' 4C7R3, Tv1 3 2 : 0 - e CYesej r («40 CO ' Svc /i4. , 0 33i P•Q, . � N(A 1 12:4> stext. cr>1 6 0 -6 . 10/ Mo rove ( 10 0 ) 0 / tr. . 53Zto - 517FPF L mAA coAst t• aio YGi w/ its gat o 6o orkoix �) tet44,446 - (o•311 (20,o,)( /5 U‘yq P ep ..NIA Fro 4 (tot s itsA 4110.).Tems;i u‘i � /z 4' A 3 6 Eat: = 0-.5 Ap 71 ) eS5e', Or . O Z /46 of v 2 P'm = I5o0 F ps') 0.2 wZ AP_ 7Qb —) re,vi t i vI = 2.190 1 b s or 1990 lbs <. cu--4 EYE ={S rr� X► 1 �.ic,k row Steed Al W Aih • r s. aKt_ulQ ; $ A - =-� Fbc�cr� • =2 7 - -ks r (Stee ,s. tuoo-d)- Aoo b - =-(-L ko) /_r(.z) -too/A- (0,6)). = 545 Ps► - c liL. +•)� owl 32) = 532.. pi.; S' psi a ►5. , fr%ume.,t - (o. -T) (o- 7)( = M/5 : 1 /o•ov Etta / 5299L(z7000)(ld3 ) Sear firoQ I eA1siwi Ovt Amc,ltor Dolls :— 3s k k g �.. yZ 3/1 d A- blow A tote T�vt ti 12:4 A3G , b G ' t uk c v 1.440 16T (Ste above) ( 1luu a-vt r. 113 t 130 111 350 Fh►, -► A6 SSer or o•IZ A6 1� it�i,►�t � 'Sear 3504/C� Soo)(o•z) 115 ibs 0 Y CO-MUD-IX 361000= g6A ib s DATE: Sheet h of %t11 L. C bf;eue .P.e. Lo ?oxfrekise. pfesetJe. H c) Coy Qio ctrA&UKttioN S x Y1/4k6 C 61 , Fvh ;1 r'e p5 % 60,000 p s f F'wi = 313.1 P s% we 56 psi ( S ' } C'W' Ne't O, & 0 12" 1 -1 / F-t => VAU - (3 5)(911) =1660 Ib5 vAti. ( 33) ( 1600) 223'1 Ika1F . f�ll� Re ; tee . aim for s)" 04-1 "retis►cm Ease Fftu ayear ► v ury ► (C:0 T= M )) s ( T M) /6e)l0.$1A(1,31)(14„) riT) /(5;1511) ; Or 1 c F COINS tiAc,+ - = 3000 vs; , € : Ga, 000 fir: rr 55" psi Id (1 55)(1 -) (t) 878t Ibs gftuttJ S tech.- Af•A. (T) /C2 zi t'►• 5 vc V.) 495 CW01 C t r f �, t be- u s J c) . ?-& Ev4105J s try Vic. {C on ) arre_ e cotatiov �► boYuiris ti 4Z," $ (Gepp) — CGCpi)1 (n,a0256) ( 0.55)(o 0.00151V Gcpi, _ +0.65 co tf' Cpsc) G c 1.44 OAR) C s ee bie o , di e ) G - N/A (Roo F) kw 4t, w(i.41XZ11)=33PSF d1coi- N /A t q' aY 31163 4„, ' F` - ttlq J ei$Zd V M z' 651‘..1 35 al.) M mt..) O 032-v 7 ASCE 7 -98 Main Wind Force Resisting System h _. 60 ft. Figure 6 -4 1 External Pressure Coefficients, GC f Enclosed, Partially Enclosed Buildings Walls & Gable Roof ® O O O 4E 3� i 3E � 0 • k #t CASE A do ® CASE B sE� / �a e ` *,k `3+ ` j WIND DIRECTION WIND DIRECTION i 14 , x „ fi : RANGE j RANGE ,# CASE A x j :. t z t. Roof ti ; Angle 8 Building Surface x w� � (degrees) 1 2 3 4 lE 2E 3E 4E 4 4� �r . 0 -5 0.40 -0.69 -0.37 -0.29 0.61 • -1.07 -0.53 -0.43 i �`. 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 .-ri A� ; e. f, - 30 -45 0.56 0.21 -0.43 -0.37 0.69 0.27 -0.53 -0.48 3 ,; 3" 90 0.56 0.56 -0.37 -0.37 0.69 0.69 -0.48 -0.48 r z 1, q' CASE B Roof ' , ` "% Angle 0 Building Surface ,� ,, (degrees) 1 2 3 4 5 6 lE 2E 3E 4E 5E 6E { w,} . -0.43 0 -90 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 I Notes: x i,' y 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, '� j n, f , t 1 � including torsion, to be resisted by the ma wind-force resisting system_ z ti {- t Ek 2. To obtain the critical wind actions, the building shall be rotated il0° degree increments so that i r \ t� each corner in. turn becomes the windward corner while the loading patterns in the sketches remain fixed. For the design of structural systems providing lateral resistance in the direction parallel to the ,r 9 ; ridge line, Case A shall be based on 0 = 0 °. z { 1 :,, } 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. For Case A loading the following restrictions apply: sb ,! '' a. The roof pressure coefficient GC, when negative in Zone 2, shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building :e! measured perpendicular to the eave line or 2.5h, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC for Zone 3. b. Except for moment - resisting frames, the total horizontal shear stall not be less than that x determined by neglecting wind forces on roof surfaces. iv r 5. Combinations of external and internal pressures (see Table 6 -7) shall be evaluated as required to `t� 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% of least horizontal dimension or 3 ft (1 m). > 11: Mean roof height, in feet (meters), except that eave height shall be used for 0 < 10 °. 0: Angle of plane of roof from horizontal, in degrees. 43 X13 0,6:110 v vv vao r VW ' .!W V114 - C[, VOL .1,1, a 31111 ONIMVIG A0 031031+0 'IaI2IHV`J IIf O' T :QH0 t 3IO � III `D l�I I Q �l �11�1I e.J N H J l 1 d0 aoi� 'uNniSQON1 a 10 V,LSaIS tlavd LO loi S3NOr 11 A0 N*10 • D 13ISIND SUIOI 'A8 101530 3WtlN 00C i gd * * * * a (n oN u $ o o o N W o §E m ° n ry m m z° o z o _ u 2 9 CC j - F3 ° N N x m =,n az o g $ Nor- ( n Z m i i i u ' q x O a. a W C U� rn rc 2•i = °u u 1 =1 o O n' bA $ m -1 w> Yw Q o 1 i. °,n \ \ , S $e 1 _ 32 m '- L] ° r d N Wva' C6 ' . $ � w e, ' w ; j∎ ` % J w o W I ce a' C ^ (Y 1- O ). 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O e , „ III 0 O .:z V c LL_ LL Q� s� _ �1' a o CI el ,- W m I gl w Q" § Z Z -" __ _ 1 � i < ' Q - � — (l) o iI,$ v O w Ns y w I I Y V .� x.L (Z) ^ - -- 0 ** �( V ni �{�. u P � �. 1 ' � < 'I Q � I 5-V.: • Z E / v $ 0 OL O V _ - «.-__- \ \ a / \\ / g l — - }'._ 10 ' r el x.L ( L) / / � :2 1.11 n _ V x� 11 a 0 % - 2H-1 (L) - § o v �.� g =2'. v o ,7)41 J I * * p„ wv'3a �otla � WAS dcva � ... 5 w o 8 r - d' I • lAl YI x .4)H'1 OD 'N'I N x „4/ L 6. P ',% AIK,LR) © •®IK,L(Li I ll ` w8® 4L6/115 m c3e o z* r . 0 C • it 11 CO { �Z a a ,,4A � +G1 r � D � � N V\ N � , R1 --ZO 6 N 0 0 .i co • • N M a pNzDOS C Q r ...I a 'a1 1 y Z -1 `� : 0 in ^ i»» 0 7 ,gyp o G 0 ^ ' � S 0 a n �1 • E n G�+ o .'�.� N l c y it ARP 0 V1 U 0 0 %,.• tom{ _ 6-N k 0, ,, -..... I ,.; s � -c to Z 53 Q d C 0 G ' f • 58 rn _s, ' W S W z z _i s c ..Q r -- ^ C7 �--� • _ '' o " m 0 .< 52 ‘.„..... s S s s ..c ....• cx� " ' g ..- N .:s S w w o y ci Q N N N e " N ... m � VR�D r �+1 B06 2 S.i ess TJ-Beam(TM) 6.10 Serial Number: 3/4" 16" 2 Pcs of 1 3/4 x 16 1.7E TimberStrand® LSL User: 2 &122004 2:18:23 PM Page2 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIERS / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD 0 JACKSONVILLE, FL 32225 Phone : 9046806250 Fax :9047721973 TODD .BERRY @BUILDERSFIRSTSOURCE.COM Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand° is a registered trademark of Trus Joist. T: \Mitek52 \Jobs \J84 \JB4856F \B06. sms Buts' 909 \495e4e1"\ro9r \actor \i9x \ • -s !of snit' ;o xzemapei; pasersr6az a sT e pueilgiagmT. sseuTsne assnaegiaAaM a '7sTof anal, Act EOOZ ® lg6TSAdo3 ■00302inOS1S2iIdS2�3a11n8 @7A212138'aa01 £L6LZLL1706: Xed 09Z90891706 :au SZZZ£ 'Id '3111ANOSNOvI' CA19 1l3A3SOOAI 0999 S3Ad3S32id 3SICIVINd Sd8 £101 .1d2:138 aa01 NO0 :NOLO/MOAN' 21O1V213d0 :NOLLVW2iOdNI 1331'02id 'Al!l!gels Jegwew anaiyoe of peJ!nbeJ s! 6u!oejq Imola! io 6u!uo!l!sod pue luewyoepe Jedoid •es!MJaylo.pal!elep ssalun 0/0 „8,Z le peoeJg eq Isnw (wogoq pue dol) se6pe uo!ssaJdwoo pt' :(nl)6upeJ3- '(017Z/l :O1`08b/1m)a2ib'aNb'1s :e!Jal!J0 uo!loagaa- 6u!peol1002! Japun L ueds aIW (LL£/l) Passed 999'0 9L9'0 (u!) 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Tktt TJ- Beam (TM)6.10 Serial Number:7003002154 2 Pcs of 1 3/4 IP x 16 " 1.7E TimberStrand® LSL Use 2 8/12/2004 2:22:14 PM Pagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 , -- ' 7 3/4 " . Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 125.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 245.8 73.8 0 To 4' 7 3/4" Adds To FLOOR TRUSSES SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 5.50" 5.50" 664 /531/0/ 1195 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL 2 Stud wall 5.50" 5.50" 664 / 531 / 0 / 1195 Al: Blocking 1 Ply 1 3/4" x 16" 1.7E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1024 -273 14933 Passed (2 %) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 1018 1018 31510 Passed (3 %) MID Span 1 under Floor loading Live Load Defl (in) 0.002 0.099 Passed (L/999 +) MID Span 1 under Floor loading Total Load Defl (in) 0.004 0.199 Passed (L/999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:LJ480,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON • TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone: 9046806250 Fax : 9047721973 TODD .BERRY @BUILDERSFIRSTSOURCE.COM Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business TimberStrande is a registered trademark of Trus Joist. 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Q (D O N 0 7 - N m� O N S7 0 - 0m, 7+ (D 6 (D C p 0 (� 0 N � (0 C. o n< 7 ( o O Q�' Z Op (D Q7 CD 7 a m_a ate o C Z g W n p7 0 D A p TOP CHORD 7) N n co W O AO - C1 N Z • 3 ` n O y Z y mZv 0 m A , pD C 3 T 2 - Z O =0 A O c _, m( ;rill O CT f D J o U a m `W W2 2W 3 O v O W n A m O A • (o N o O O z p �� C W N.) Cr- m O C �iri M < N N O. D m D ♦� .0 D V -v m -i m A V• O m m 0 ✓ mill o O o ( P O n H = I Z r -A m O S N N A 3 ry O m M p A V (`( TOP CHORD _ - 7' ;o Pc) a U :4.- W N 7.' °- OO (I , W N O i 0 7 O H co (D (D 0 `'O 0n> CAW -000 ( OBE S. -, �D7 Cc 0� Qo._ - ° O �S. C (0 m Q n o Q o �o ° o6-0 fl p o Q Q �° � � m m rn o' o m 7 Q < Q cD w - �' O 0 o 7 o �DS NQO <.n m -0' �� -O (Dnt'^n 0 -0,,, 5•Q50M .3 (D 7a . 0 3 0 D - m 0o co 0 - mo � �-. 5-0 0( Ct <0 ' o 00 o Q - 0 3 ° 0 (D O H- 5 0 c 7 0 C n < (D OCO W(0 S a s 00P- a (D v;� ." < (D O o N (D O N (D ( aW _0 0 0 m x, 7Q. Op 0 o ,.... O O .. n . , , Q N' O RQ (D - (D 7 cD � _.3 7 Q(�•(U -p— Pt) ® � �0 * Q SO= (o(D -0C a(D(D M Q� 0 O (D (0(D g a O O 0NO H O 2 c a o m 0 o 0 3 . 0- o X 57 Q c m , O o cp m 73 m 7 n 6 q o a Q I 1Jfl - II g Doa 2''5" o O cD C n C �_ (D aQ DQ ( D � — C �� c c 5 H o a Q 3 a O N � . (D ? O (D o' Q y ( 00 O ( n D ( D 7 Q • � CA . .� Q. -0 3 k R 3Q m� Q 7 L H ' O a ,9� Q Q o m e (D n P (D _ (D . a (D - C Q (D 2 C• - O a-0 "+. O (D 0 (Q 3- a (p ' 0 Q n O C Q o c (Q (D 7 (D 7 n n S • L, N -, S a (D 7 0 � , 3 O n o Q p O p / 0 7 Q Q 7 N 7 D 7 co (4 ' 5' ' sp Q Q � . -� Q � D C•j an.-..: o ° �,6 p Q O N 7 0 0 (D = S Q- 00 3� 7 O 7n' Qn O Z 0 7 m o mQ �o =0 7� O o ° 7 0' g a o 0 ,< . o . N Job I Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J84856F Z1 FLAT 1 2 J1233965 Builders First Source, Jacksonville ,Florida 32244 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 16:02:58 2004 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. NOTE: Floor design load is 55 psf at 1.00 duration. LOAD CASE(S) Standard Except: 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (Of) • Vert: 6 - 10 =613(F =583), 1-5=-343(F=-289) • A Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES( REFERENCE PAGE MlI -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the �tv �"°��w _ i -� • responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection , _ r " and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, , 6300 Enterpnse Lane Madison WI 53719 or the Truss Plate Institute 583 D'Onofrio Drive, Madison, WI 537 - rc ,+,� r { 6��ES WOO e 'awe] wPua WOOe Wows pue ssrui JO 6L 6 If-1 10 peyy 'aue�asu aN mg ' :L•�J3 .+is ,�j I 'awn tlo1M l 'eouawtl 1° 1!ounoo ssrul Doom e47 wag elgel!ene uopepuawurooaa 6u!oe�g pue 6uglelsul 6u!IpueH 16 �o L-IS0811nsuoo'Buloerq pue uogowe ' Uengep '960301s 6u!pJe69J eouepm6 lojaua6 Jod 'op= Bulpl!nq ay! Fq peouaJ9JaJ se 1. Idl, I ISNV Jed wpm= Jo j pue Jau6lsep Bulpl!ng 40 i7!I!q!suodsai I aL6 sl 'bupeJq Lueueuuad pue Neioduial Ile buipnpui 'aJreoruis 6u!pling IleJanO elg 04U1 tuau0d ^0 U Jo uuooeJ now doid pue SJ uodn Od paseq sl u6 s P fiddv sitti si0ioeuu= )ieyW UINn Paneoug%pue 0IIeo4Jan Papeol Pue pellelsu sl Lew JuauOdW0o bugging Le P. 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LOAD CASE(S) Standard Except 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 =-40, 4- 10 =-40, 6- 10 = -67, 2-7=-20(F=-13) Concentrated Loads (lb) Vert: 3=-632(F) • • V Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. d:r T� 1111 .4.04% Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the air s s , ;I�;a rs responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. 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I P-S-4 I 1 88EL b•£ I 8-1,9 I 0-b.L L 96ed 4002 90 :SS:11. L4 6ny aril 'oul 'saulsnpu! >fa1!W £00Z LZ 130 s 00Z'S 44ZZE epuol3' aiiinuosvoer 'aamms Isnd siapi!n8 (!euogdo) aouaielad qof 1 L 9 dIH 0NON 0Z1 d9S8481' • 914ZEZLP 3361 ssrul ssrul qo! S3A 3Sl0 dVd 2101 Aid Alp Job Truss Truss Type Qty Ply LOT 3 PARADISE PRESERVES J84856F T19G MONO HIP 2 J1232475 Builders First Source, Jacksonville ,Florida 32244 Job Reference o.tional 5.200 s Oct 21 2003 MiTek Industries, Inc. Tue Aug 17 12:50:52 2004 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -100, 4- 6 = -3 62(F =262), 2- 7= 30(F = -20) A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. a, =1 ulmrs Applicability of design parameters and proper incorporation of component Into the overall building structure, including all temporary and permanent bracing, is the l �^ responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. 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Tue Aug 17 12:40:48 2004 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -67, 4-6=-67, 2- 7=- 20(F =13) Concentrated Loads (lb) Vert: 3=- 632(F) • • • I A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors . Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. 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I. abed 4002 84.0177L LL 6ny and . oui 'saulsnpul ) 1!W 5003 L3130 s 003'9 4433E ep1-101d' an!nuosMOef 'awns IsJ!d sJapnn2 (Ieuondo) eoueJ8 ;al qof L O1 c111-1 ONOW I 61.1 d9S9481" 4LPZEZ L f ad (1 ssrul ssrul qOf ' S3Aei3S32!d 3SI0dldd £ 101 Ald 1 d10 R0,4 quiltbrs rstSource Project Information for: J84856F Builder: BEST -CON Lot: 3 Subdivision: PARADISE PRESERVES August 17,2004 County: DUVAL Truss Count: Truss Design Engineer: Lawrence A. Paine, PE 4 Florida License Number: 21475 Design Program: MiTek 20/20 5.2 Builders FirstSource, Jacksonville, FL. 32244 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: 42.0 psf Wind Standard: ASCE 7 -98 Floor: 55.0 psf Wind Speed: 120 mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Louis J. Gabriel, PE Florida P.E. License No. 39476 Address: 9610 Broken Oak Blvd. Jacksonville, FL Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI/TPI 1 -1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J84856F provided by Builders First Source - Jacksonville, FL and dated 08/13/2004. Loads applied by non -truss elements and basic load parameters /design criteria are to be reviewed and approved by the Engineer of Record /Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1 -1995. # Truss ID Dwg. # Seal Date 1 T19 J1232474 8/17/04 2 T19G J1232475 8/17/04 3 T20 J1232476 8/17/04 4 T01G J1233965 8/17/04 sum' Et Ifs \39setsr \ ter \Boor \ZSxa 1 •a sror snaS ;o sxaemapeaa aae „pad -rZ Pue „pad' „ I - •sror sna,L ;o sxaemapeal Pea9 sT5e2 aae o meag -L'S 7 IPS ssaursng aasnaegaadaM a '7sfoP snag AQ £001 o 3g6ra w00193JnosnsJgsJapl!nq@0 ddnyos'Aou EL61-3LL-406: xed 9439 auoUd 4433E ld '3111ANOSHOVr '0A19 113A3SOO8 0999 S3A213S3ad 3SIaVaVd 30anOS 1SaId Sa3alln9 a .1.01 ddfHOS H0121 NOO-1S39 :NOLLVW2lOdN12101V213d0 :NOLLVW2IONI 103P021d - anoge pals!I lonpoid uoynq!Jls!a rl syl 6u!zAleue OOgs 0(300 6u!pl!ne Jol pasn sem 460100041aw u6!sea ssaJns elgemolIV- •SISA1VNV SIHl SaIOA NOLLnJILS9ns 10n00):1d WINO S10n00ad 1SIOr Snal a0 l SISA1VNV SIHl •A!llgel!ene pnpoid Jai anyenuesaJdeJ Ieo!uyoal rl Jo Ja!lddns JnoA yl!m p3a140 'a!gepens Al!peeJ sJe slonpoJd Ile loN 'a)e!oossV rl e pema!AaJ uaaq n0u sal nndlno s!y1 •Jesn 9Jemn4O5 oUl Aq pep!noid uaaq aney suo!suew!p panels pus 'sped! u6!sap Indu! 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Ju 'r Ifl,£1 -14.714�.Y �” _ r 14'TJI TJ- Beam(TM) 6.10 Serial Number: 7002015566 s 16" TJI® 230 @ User.2 8/16,200411:53:37AM 24" OTC Pagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 13' 5.112" 8"1O1!4" 1 4' .7114 " --b Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 3.50" 305 / 89 / 0 / 394 Al: Blocking 1 Ply 16" TJI® 230 2 Stud wall 3.50" 3.50" 714 / 214 / 0 / 928 53 None 3 Stud wall 3.50" 3.50" 178 / 19 / -93 / 197 Al: Blocking 1 Ply 16" TJI® 230 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking,B3 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -534 -486 2190 Passed (22 %) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 92$ 928 2410 Passed (39 %) Bearing 2 under Floor loading Moment (Ft -Lbs) -729 - 729 5440 Passed (13 %) Bearing 2 under Floor loading Live Load Defl (in) 0.015 0.288 Passed (L/999 +) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.019 0.432 Passed (L/999 +) MID Span 1 under Floor ALTERNATE span loading TJPro 65 Any Passed Span 1 - Deflection Criteria: MINIMUM(LL:L /360,TL:L /240). - Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON RICK SCHUPP LOT 3 BUILDERS FIRST SOURCE PARADISE PRESERVES 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 Phone : 904 - 680 -6248 Fax : 904- 772 -1973 rick.sch u pp @buildersfirstsource. com Copyright a 2003 by Trus Joist, a Weyerhaeuser Business TJI'D and TJ- Beam`s are registered trademarks of Trus Joist. e -I Joist ',Pro' and TJ -Pro' are trademarks of Trus Joist. T: \Mitek5 \Jobs \J84 \J84856F \TJI 14.sms • ems• tog \39sotor \tor \ \t sx21Tw\`y • osTer sni/ ;o xaemapezo PeaeleT5ea a sT m puva;Saagmcy aseuTeng iesnaegsa.CaM a 'osier anay Aq tOOZ a 111167sldeD In! 00 3a1110S1S ?:1892:13a £L6LZLLb06: xed 0SZ90991706 : auoyd 9ZZZ£ ld '311IANOSNO`df S3/�13S32jd 3Sladij`dd 0A18113A3S002j 0999 E 101 Sd8 Aa138 4401 N00 -198 :NOLLVINUOdNI2iO.LV dO :NOIjVINNOdNI103f'02id •uoipauuoo Aid eldglnw J0; S3aIflE S, I3alil8 / S.2i31d103dS fl en :eloN :anoge pals!! pnpoJd uo!inq!J;s!a ri ayl 6u!zi(leue 0085 epoO 6uipl!n8 Jo; pasn seen A6olopoylaw u6!sea ssaJ ;S algeM •SISA1VNV SI1-11 SOIO/\ NOI1fl111S8fS 10f1a02jd 1A1NO Slona0dd 1SIOf Sf 1J.. d SISAL SIHl •r(}p!gel!ene lonpoJd Jo; ange;uaseJdaJ leo!uyoal ri Jo Ja!lddns Jno/ UHM xoaUO - algelene !I!peeJ aae s;onpoJd !le loN- •eie!oossy fi e l`q paMe!naJ uaaq lou sey lndlno s!yi •iesn aJeM os ayl Aq pep!noid uaaq aney suo!suew!p pawls pue 'speol u6isep lndu! 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(wea8 ysnld) JapeaH e Jo; s! s!SAleuy :SavO1 -i nld$auoa s! weJil5e!p pnpoJd le it G31S11 SGd01 GNV NOIlVOriddV 3H1 110d S1OUINOO NOIS30 13S 3H1 SG330X3 z1O S133IN lOf1G021d SIH1 C1OL 1u0sianaul6u3 La6ed Wd 54 1700Z2U8 Z :J 4 5 �qW�N leS O !�L'91 W1)wea8 1S1®puea ;Saaquall 3Li ..9G „DIE 1.10 sod z s,��,, LZDOSOOL 1 1 - 7 , 1 -0.; 4' B02 AWeyrfitemier TJ- Beam(TM) 6.10 Serial Number. 7003002154 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL User: 2 8/12/2004 12:19:51 PM Paget Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone : 9046806250 Fax : 9047721973 TODD .BERRY @BUILDERSFIRSTSOURCE.COM Copyright n 2003 by Trus Joist, a Weyerhaeuser Business TimbenStrande is a registered trademark of Trus Joist. T:\Mitek52\Jobs\J84\JS4856F\1302.sms sws zo9 \a9seaer\ber \ \L Sxa7TW \,Z —asTor ray ;o ssau1sna e eTOr�snay Aq Mt 0 lv6TI d 0 woo soanosisaldSaSa1ln8 @.1aa38'oaol - £L64ZLL706: xe 09Z9089106:auogd SZZZE ld 1IANOS>10V s3n�S�d 3S!at2!`dd aA18113A3SO0a 0559 £ 101 Sd8 NO0 .1aa38 aa01 :NOLLVINHOdNI1:101V I3dO :NOLLVW21OINI103fOlid • •/(1!l!gels Jagwaw ane!yoe o; pai!nbei s! 6woeJq pale! 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I. (9Z• 04002J (sg1)1u!0d £08 - ..9 ,7 966 696 (00' 4 )aoold (sqI) ;u!od ;uewwoo uogeo!!ddy uogeool pees en!l seem adAi :speol leo!PaA uo!l!lJed 0'9Zl 'Pena 0'Z4 'uo! ;eJnp % 001 le an!l 0'07 :(;sd) seaay 6u1n11 - le!luep!se - dna0 peol kaewud .Z :y ;PIM Pe tieingu' 'jequie ry (wees gsnld) JapeaH e Jo; s! s!sAleuy : sayol lenytdaauo0 s! weJbe!p Pnpoid ®d t a31SI 1 SavO1 aNb NO11VailddV 3H1 1:1Od SlOa1NO3 NOIS3a 13S 2H1 Saa93XJ U0 S.B3IN I0flOO2ld S1H1 C'Ol't alosioA au,6u3 La6ed Wd L5 :6121 400Z2U8 Z n 451Z00E00L � lei�S OL'9lW�weaa isi ®PueJ }Saagwls 3/: „9 .,CIE }o sod z :./177silJ:611: i: Z y Z09 :14519 ARt0 (:70Wr �1 trikvaveraFt-e B03 ANikritui TJ- Beam(TM) 6.10 Serial Number. 2154 2 Pcs of 1 3J4" x 16" 1.7E TimberStrand® LSL User: 2 8 TM) 6 04 12:09:30 PM Paget Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDERS GUIDES for multiple ply connection. • PROJECT INFORMATION: OPERATOR INFORMATION: BEST -CON TODD BERRY LOT 3 BFS PARADISE PRESERVES 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32225 Phone: 9046806250 Fax : 9047721973 TODD .BERRY @BUILDERSFIRSTSOURCE.COM Copyright ^ 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand'£' and TimberStrand''' are registered trademarks of Trus Joist. 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