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1648 ATLANTIC BEACH DR NEW HOME DOC CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 bji 19 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-693 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $500,000.00 Issue Date: 5/7/2015 Expiration Date: 11/3/2015 PROPERTY ADDRESS: Address: 1648 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $840.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $25.20 WANTEk0t)j4tQE4P,Tn1AP�& CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $8,330-40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. L(D4- v5a�, BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: No.41� -A*�m"c_ Bomeux br.,AA-k wj*- &MLWermit Number: /5-3F/2 -6 F3 U-1-62 1U-1S-ZqF_ A+%ow4tr_ f3t0XA-% Legal Description Cit)b QWql!� ol Lo* t6z Parcel # Lqq 5os- J Floor Area of Sq.Ft. —Tq-.FIt-- Valuation of Work$ 05COXMID Proposed Work heated/cooled 2358 non-heated/cooled 609 Class of Work(circle one): <�;) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial qz� If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: —SF*n� Property Owner Information: Name:*R*1V9rj1dP__ HOnA91 a PL_ /WAddress: 1J,2-7U %jV JOSA _81VC44100 city 10L <_SoNyl it e__ State 1___L I 4�kPhone GD3--,7o5c_; - CIS ^'v a , E-Mail or Fax# (Optional) Ck_Ct,+4!%A�_o14X A-1 Ve 1-51 Qt-2-hnaly- ,cemn Contractor Information: J Company Name: RiyQYSiCiQ- LtolneS or- N . FL, INC, Qualifying Agent: ffW�+ hui_� 120bp-HS Address: -_::�OLM-9- 4 city -State Zip Office Phone 5;CL S#,'k Job Site/Contact Number Fax State Certification/Registration# Ubc ic,�64is,5 Architect Name&Phone# ME:_M 'be_!AqJV-1 CK-A-ato- Engineer's Name & Phone# Arpt�L 7D OhNo 100 14 �104- FQ 1- WoO Fee Simple Title Holder Name aA JJ Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin construction in this jurisdiction. This permit becomes null and void if.work is not commenced within six(6)months, or if construction or work is suspended or abandoned or ape ad qLs 6 mo,"ths at=gter work is commenced. I understand that rs Work,Plumbing,Signs, Wells,Pools,Furnaces,"�,l ,'11(eate "'lit,"'ers,etc. separate permits must be securedfor Electrical B Tanks WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING, CONSYLT 1��TH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have rea n xam e this a lication an now the same to be true and correct. Allprovisions of laws and ordinances governing this"e of work will be com ied with whether spec ie ere' o not antingo a' ermit does not presume to give authority to violate or cancel the provisions of any�Jeaeral,state,or local zwl regulating construc on th ormance o c 0 . e Signature of Owner: Signature of Contractor. Print Name: y- I Print Name: z Swc7g4rd subscy+0illefore me Sw d subscr is . ay of " 1.XA.0r_Q6.1#1\ 2005 ;,��,ay of 20) i kQ A f T�wl�Vk)i-A A A A/ kv A iu A bf- 1��P_ublic \,L_Y�, \N-QPu ic oV PYA Notary Public State of Florida 4P I ovy Py Amber Atteberry W Notary Public State of Florida My Commission EE 850279 '-. Amber Atteberry of el Expires 11/08120`16 My commission EE 850279 %P Expires 11108/2016 F1 DO NOT WRITE BELOW- OFFICE USE ONLY RLE= rcle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: ./M ,�/-,)-/5_ V Development Size Habitable Space d3S8',yF-_ Non-Habitable o",P9 s,r-. Impervious area Miscellaneous Information Occupancy Group Type of Construction.�� Number of Stories c9- Zoning District P()Q Max. Occupancy Load Fire Sprinklers Required Flood Zone /1 Conditions/Comments: r—;rs f7lo Lio- k, F F6_ �o to-e 4- a y_0 a e, p F 6- �j lbe 4- -k A_ 1J11 !?�gc."fffweA SAa 6.e, x0eva�e C,- f t7NA, "Emmmo 0 X.Zz- & 0 JR y 2 h CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 LE COPY (904)247-5800 F1 PLAN REVIEW COMMENTS Permit Application # 13--EF'12- 623 Property Address: .16`4 A11,9,V11z-- /31�"e//7 10r, Applicant: Aver3&e- llbneS- Project: /t),o (c, /�O.'r-e- This permit application has been: Approved Reviewed -and the following items need attenti —0 T- En' /ZZTW - I t-1-5 Spra, 37/40/1' 0 A'1 An /i g L a17 raN--P 4'/660,L- -Y Ue -S Cy Please re-submit your application when these items have been completed. Reviewed By: Date: City of Atlantic Beach I D D 0-uilding Department MAR 2 APPLICATION NUMBER 800 Seminole Road MAR 252015 (To be assig�ne by the Building De rt d�� qa ment) Atlantic Beach, Florida 32233-54415 Phone(904)247-5826 - Fax(go -mail: building-dept@coab.us E City web-site: IttP:Ilvvww.coab.Lis Date routed: APPLICAMN REVIEW AND TRACKING FORM PrOPE.Iriy Address: D erlt review req ired Yes 0 Applicant: uild' N lanning&Zonin Project- 6� ree minis rator ublic Worl<s Liblic Utilities Public Safety Fire Services Review fee $ Z-0 Dept Signature Other Agency Review or Permit Required Revie:%� , � �, Florida Dept. of Environmental Protection of Permit Verified Rif Date -11L. U1 I I d'IbPorlation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division ofAlco— !sandTobacco Other.- APPLICATION STATUS Reviewing Department First Review: grApproved, (Circle one.) Comments: DDenied. BUILDING PLANNING &ZONING Reviewed by: TREE ADMIN. Date: I Second Review: ElApproved as revised. ElDenied. C WOR Comments: U13LIC UTILITIES .?– z-I 5'__/ PUBLIC SAFETY Reviewed by: Date:— FIRE SERVICES Third Review: EDIApproved as revised. DDenied. Comments: Reviewed by: Date: iscd 07/27/10 1.SSN CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: IS— _ Project Address: 16 Vog i�pz�k 25�- No. of Units: Commercial Residential Multi-Family_ New Water Tap(s) & Meter(s) Meter Size(s 31q it New Irrigation Meter V1 Upgrade Existing Meter from to- (size) New Reclaimed Water Meter V/ Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 'SFfc- &t? '3 Water System Development Charge $ /t/0, 06 Sewer System Development Charge $ at6' L7 e Water Meter Only $ EM, Reclaimed Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ 3VI 00 Other $ TOTAL APPROVED: — Kayle Moore, PE A,\ (Deputy P W Director or A uthorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED LCA- v5a BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: w4q� A�skm"c_ aeackx br.A-�-i mkji�c &WLWermit Number: L01-51 1U-2S-ZctF_ 13uxz.)^ Legal Description C lt)b L*ji!k n I LCkV �62 Parcel 9 1 Lpq 505— Floor Area ot Sq.Ft. FF- Valuation of Work$ 11,6C00001D Proposed Work heated/cooled D?358 non-heated/cooled 609 Class of Work(circle one): (��;) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial qz� If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No sz� Florida Product Approval # For multiple products use product app-rova-116rm Describe in detail the type of work to be performed: Property Owner Information: Name:'R'1Vtr5�1CW_ EJ0MP_S 0C N . �7LJNCAddress: 1JO-M SbLN JOn 81VC4,41.)p city- '�CLC<S0P4V'1 U e- —State VL Zi 3.)ja4kPhonc - Gp3--7n5c_; a f%^1 #�' E-Mail or Fax# (Optional) aCLi+kJC;i" . 1. 4% J We rs, ale-hnme -cnm Contractor Information: Company Name: RiyUSiciOL Ogm_eS nP N . &dt,�JC Qualifying Agent: 1��+ PIUL) ;2C1beA-+S Address: "_;:�QLM I city -State Zip Office Phone <1 CL Job Site/Contact Number Fax# State Certification/Registration# C25C I a 4115 Architect Name &Phone# K�M be-Mal" VKA- '6J( 0- 213A Engineer's Name & Phone# APLY. 7n Onwo 1 91C4. f�Q I-5.)no Fee Simple Title Holder Name an7l Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance ofa permit and that all work will be performed to meet the standards of all laws regulatinj construction in this jurisdiction. This permit becomes null and void if,work is not , e commenced within six(6)months, or ifconstruction or work q suspended or abandoned or aperiod ofsi 6 onths at any time after work is commenced I understand that separate permits must be securedfor Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Veatemrs, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSY H YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCKMENT. I hereby certify that I have,readZ xam e this a lication an now the same to be true and correct. Allprovisions oflaws and ordinances governi.ng this re�work will e, di ral, be comglied with whether spec y ere o not. rantingo a� ermit does not presume to give authority to violate or can;el the provisions ofany o fie era,state,or local I w regulating construc bn th orma ce o c 0 Signature of Owner: Signature of Contractor- Print Name: Print Name: S w ta QITA.V..; d subsc fore me SW 'liWd subscr* Z1S4112L.rayof 20105 AqqT ISA-Day of 2 0) Lz I& ;7�_4 ' - h1nbbL11 4 i kO A ( ��_-A A AA/ "A( ublic PubTic INt #0 Py*, Notary Public State of Florida 011y No, Notary Public State of Florida � ?, t _*,,&--. Amber Atteberry '0 r, c. Amber Atteberry 1Y My CommissionEE860279 My Comrriission EE 850279 Expires 11/08/2016 U=� 1 1108 CIP- Expires 11/0812016 SlripvL—,7 -PLAN LOT 152 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE .30 0 15 30 IN FEET I inch 30 ft. N89*59*56'W 51.63'(P) 25 Bi�(Pf':D 10.00, PLAT UNE 5.00 8.7 --- ............... ........ LINE TABLE Do' Sq- tZ, LINE DIRECTION LENGTH LI(P) S75'32'35'W 60.00 L2(P) N75*32'WE 60.00 . . . . . . . . . wi�o . ('t, - '.S� --.. (o- - - �.bo, fn 5.00' ta 9.1 SOD BREAKDOWN TOTAL LOT AREA 5,400 Sq.Ft. R/W TO CURB 1.21'Sq,Ft. GROSS SOD AREA 6,615 Sq.Ft. LTI 0 j DEDUCTIONS FOUNDATION SLAB 2,521 Sq.Ft. DRIVEWAY 1.222 Sq. FL LEAD WALK 22 Sq.Ft. ISIDEWALK AREA 326 Sq.Ft. ",t A/C PAD(S)&GARAGE Sq.Ft, SERMCE DOOR SLAB 60 WATER/CQNSERVATIONO Sq.Ft. 4751--rq--Ft ,CE!Sj"g-;W 20.83' NET SOD AREA 2,464 Sq.Ft. Ad *�NGE EN 8.5 20.83* -1 "55 IMPERVIOUS COVERAGE Toot IMPERMOUS Sq.FL LOT Sq.Ft. X . . . . . . 3.824 Sq.FL 5.400 Sq�Ft. 71% Lo TOA DENOTES CHEMICAL TOILET DENOTES PROPOSED CONCRETE DENOTES PROPOSED WOOD DECKING DENOTES PROPOSED PAVERS BOC — DENOTES BACK OF CURB EDP — DENOTES EDGE OF PAVEMENT 11 SS\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 DRIVEWAY PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-S814 JOB INFORMATION: Job ID: 15-DWAY-877 Job Type: DRIVEWAY Description: paver driveway Estimated Value: Issue Date: 5/6/2015 Expiration Date: 11/2/2015 PROPERTY ADDRESS: Address: 1648 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - I PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. FEES: Total Payments: $0.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "y of Atlantic Beach adF Building Department APPLICATION NUMBER 800 Seminole Road s s�ig�ne (To be a��- by the Building D Atlantic Beach, Florida 32233-5445 hone(904)247 -5826 - Pax(904)247-5845 buitding-dept@coab.us E-mail. rou ut t City web-sit& httP://VAM-coab.us Date Froute,:d: j APPLICAT90N REVIEW AND TRACKING FORM PfroPerty Addvess,'" Q ent review required Yes No uild' Applic-sint: 1-:9:5) "6 tanning &Zo nin proler'-L /16: ree mfnistrator u r s ublic Utilities Pu lic Safety Fir Services Review fee $ Dept Signature Other Agency Review or Permit Required eview or Rec ipt Florida Dept. f Environmental Protection of Permit Veriffii By Date Florida Dept, of Transportation St. Johns River IAI,+-, ement District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other.- APPLICATION STATUS Reviewing Department First Review: ZApproved. (Circle one.) Comments: OlDenied. BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by nn+-- Second Review: [:]Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date-- FIRE SERVICES Third Review: []Approved as revised. []Denied. Comments: Reviewed by.- Date: ised 07127110 City of Atlantic Beach Building Department T�PCEIVED APPLICATION NUMBER (To be ass' :,ig?ne.by the Building Department.) 800 Seminole Road f"47 Atlantic Beach, Florida 32233-5445 MAR72 6 2015 �93 Phone(904)247-5826 - Fax(904)247-584,59, E-mail� building-dept@coab.us Date route& City web-sit& littp://www.coab.Lis APPLICATION REVIEW AND TRACKING FORM Property Address: e. D ent review required Yes No Applicant: r 1�F, uild' e4 i n n i n a &7 n n_j–ner-, Pro.lec-j: ree Administrat3—r ublic Works ities Public Safety Fire Services Review fee $ ICU Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Veri j By Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alc holic Beverages and Tobacco Other APPLICATION STATUS Reviewing Department First Review: []Approved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Re�viewed by: Zo. TREE ADMIN_ Date: as i� Second Review: Approved as revised.. 101 enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Revie ed b Reviewed by- Date: FIRE SERVICES Third Review: 00Approved as revised4. Denied�. Comments: Reviewed by.- Date: avised 07/27/10 IT? L L-C A Ap' PP for R.O.W. Permit Attachment of Atlantic R.O.W. Permit# issued 200_ Owner's Name: Qv Property Address: I � \OLM ao& Subdivision: Ak� %J Lot#/Block#: t5a R.E. #: I ucl t k 00 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this Lr- day of pn�n I , 2C4_5 by Atlantic Beach, Florida, a municipal corporation organized and existing 'unher the laws of the State of Florida, hereinafter referred to as"CITY" and Ri%I Lr aid1k Opry%Ls of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached) This work isgenerally described as: NQ_W CQNL_kT_k-kC,)&0" _ 34 1— ?WK3EW�T Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: .4v't ite.t 4CA 3Z aa 3 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility crected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this apermit and that f said liabilities are hereby assumed by the USER. DAT SI this Al-day of 204 Pr be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of personally appeared before me, a Notary 20 Crsonally ppe !� wn State, n_C t% ) <A , the property o er of Public in and for said County and jkj_Q_ LD42> j\*k c_ &os_lv-% jL-X'jq 4L- Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. C a'Phu b Iric'in County and S 101% NaWy Public Stole d FW" =A"bWy W ommis"EE 650M EVkw I IMMIS CITY OF ATLANTIC BEACH, FLORIDA,a 01 municipal corporation: Approve Public Wo Director le. C)OLt( For Pe-Wrmitis where city sidewalk is impacted, City Manager approval required: k&6"aa,City Manager van of 2 Page 2 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 aj,�I��ermit Number: Job Address: NQA?� A�AD.N`Kr— Be . _ _ _ 1U-2.S-Zq1C A4AO.P-J�Kr_ f3eajz.,�^ Parcel # I LQq'50'5 Legal Description a t)b UNI:k ni Lok W62 _Tq_FF Nq.Ft_- Floor Area ot d non-heated/cooled Valuation of Work 0600,MQ Proposed Work heated/coole Addition Alteration Repair Move Demolition pool/spa window/door Class of Work(circle one): <i�;) Use of existing/proposed structure(s) (circle one): Commercial If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No sc� Florida Product Approval #- For multiple products use 1�roduct approval form Describe in detail the type of work to be performed: Property Owner Information: N R, JfJCAddress: -7 JCIA Rlvdl ame: P city_il3a CKSONY1 it e.- State QL Z1* 0 e E-Mail or Fax# (optional) QOLe*-+R CI) r,,%, ci-e hnalexam Contractor Information: Rik4QXSjCie_ FLO Joe gent: ;20 is Qualifying A ffp�+4;1 Company Name:— State Zip 5;0 h F Address: city Fax 9 b Site/Co Office Phone Job Site/Contact Number State Certification[Registration# i A B 4 1 Ey'S 'hone 4 *Des Architect Name& Phone# # Engineer's Name &Phone# Fee Simple Title Holder Name an Address Bondin me and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa us permit becomes null and void if work is not permit and that all work will be performed to meet the standards of all laws regylatiny construction in this jurisdiction. n,I I , e after wprk is commenced I understand that commenced within six(6)months, or construction or work is suspf nded or abandoned or a period of st i,(11.1,months at any tin separate permits must t)e securedfor X ectrical Work,Plumbing,signs, Wells,Pools,Furnaces,Boilers, ers, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT TH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCNENT. icesgovernin this type of work will I hereby cert6 that I have read n xam e thisa licationan now the same to be true and correct. Allprovisions of laws and ordman 9 e�Teral,state,or be complied with whether spec te eret. a no. rantingo a, ermit does not presume to give authority to violate or cancel the provisions of any a f local law regulating construc on th orm nce a c c 0 Signature of Contractor- Signature of Owner: %—", Print Name: Print Name: ly_r� S t sc efore me Sw la-mid subscr' e 20) 5) ly 1 2 05 4his _51-I'D ly of Min Is �*Vaysof hQA AAA u ic u ic 00 P&4%� Notary=Ptibfic State of Florida or N&Qk6 Notary=Public State of Florida be�;Amber Atteberry Amber Atteberry m y Commis.,on EE 850279 My Commission EE 850279 y commission EE 850279 re Expires 11/08/2016 IQ� or PV Expires 11/08/2016 City oi Atlantic Seacil koildirug Departmero APPLICATION NUMBER .00 SeMillole Road (Fo b(,;:)Sqi9'1ed by 'tip Building Depa,-cm ent) Atlantic Beach, Florida 32233-5445 Phone(904)24?,6826 . �,OX(90/1) 2/4713845 /5� 7-7 E-mail� buildhig-deptCdcoal).us APR City web-site Date routed: litipl/www coab.us 161015 APPIUCATWOMM REV�M__ MR MG ROU M, Property Addre--ss- De Pa ot___e'_ e Vi wrdquired yps Applicant Building Planning &Zoning �T�t;ee�Adm�jjljstrato_r---__ Public VVO I Ic atety Fire Services Review fee $ Dept Signature Rev evv or Receip Other A�gency Review or Permit Req�u:irejd '_ of Permit'Verif. Date __!�f Florida Dept. of Environmental Protecti I Ned By on Florida Dept. of Transportation :S::,:J�ohns Rj�vejWater�IVFana�ga�ent District Artily Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Bevera es and Tobacco Mer: APPLICATION STATUS R60f�ViiiHg Depariment First Review: (Circle one.) (:.ornrnents: H'Aj�proved. FIDenied. BUILDING PLA NNING &ZONING TREEADMIN, Reviewed by: Date: Second Review: ElApproved as revised. OlDenied- C OR S Co rn m e n ts: FUB�J/C UTILITIFS PXBL 17 Reviewed by: Date: FIRE SERVICES Third fRevievv: DApproved as revised. ElDenied. Comments: Reviewed by: Date: isacz'07/27/10 0-�W of Adaniic Deach APPLICATION NUMBER -a e rit, -1 Suillding Depam (To bp isq' ned by the Building Deparimenti) 800 Seminole Road Atlantic Beach, Florida 32233-5445 �7-7 Phone(904) 247,5826 - �,qx(904)247 '-)845 E-mail: building-dept@coab.us Date routed: Cityweb-site http://\vA&vcoab.us APPUCAT00 NJ REVEM/W AND.) TRACKNG FOORM/i __6epartjW6nt review rqquired Propeirty AddrPF-,s: /649 4n Building Planning &Zoning Applicant Tr Administrator Pro, 't _.�ubli Wor M ie ic afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date --of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation Review,or Receipt 0 Permit Verified By r C"'m'n'sraor__ Ic afety-__� Fire Service� St.Johns River Water Management District 4Date Army Corps of Engineers Division of Hotels and Restaurants Division of A.Icoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Depariment First Review: [�<Aj proved F-IlDenied. (Circle one.) (,.omments: BUILDING PLANNING &ZONING Reviewed by.- Date., P-1 TREE ADMIN. Second Review: DAPproved as revised4gni�ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.-- Date FIRE SERVICES Third Review: DApproved as revised. nDenied. Comments: Reviewed by.- Date- Wisad 07/27/-10 LAPR:15 - R.O.W. Permit Attachment of for Q R.O.W. Permit 4 issued 200_ Atlantic - -=3--] Owner's Name: (�,y Q V,S�l CA�Q -kAcyfu-S Property Address: I U41; Ak-�0-tQ A.1 C lile CI.CY\V'�'r A�\Q'Ax!r�, P,&0LQ-h. Subdivision: AjooLmlb(L&(Xch Lot#/ Block#: 115a R.E. 4: 1 Q9 5 -- �kQQ REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of P(�C1 I .._, 20#_5 by Atlantic Beach, Florida, a municipal corporation organized and existing unber the laws of the State of Florida, hereinafter referred to as "CITY" and RjVQ_J:J,%d1Z �Apmks of Atlantic Beach, Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way[Easement permit numbers noted above (copies attached). This work is generally described as: N CCAQ!AvIkC—A�Q�J OF— Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that f said liabilities are hereby assumed by the USER. DATE a SIG this day of 2045 Pr be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of 20f.' appeared before me, a Notary personally �CA the property owner of Public in and for sa d County and State, T-k &-axi-N t�'xy_Q Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. ?4yr*N N.01y P-blic SWAB d FW4& Cay WPubric'in "U County and St Amber Atteberry my Commission EE 850279 CITY OF ATLANTIC BEACH, FLORIDA, a EXPW86 11/0812018 municipal corporation: Approve ctor For Permits where city sidewalk is impacted, City Manager approval required: City Manager Q_��Xn Van Page 2 of 2 SITE PLAN LOT 152 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT I AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNW, FL. GRAPHIC SCALE 3D 0 15 30 IN FEET I inch 30 10.0(y NW59'56'Illf 51.63'(P) H.aicp) PLAT LINE 5.00 8.7 010A. LINE TABLE 5.00 0. V;o 0001%. to LENGTH 5q. jol. LINE DIRECTION LI(P) S75Zr35W L2(P) N75W'35E fin— fir, SOD 13REAKDOWN 5.00' to 7=-Sq.Ft. till, TOTAL LOT AREA R/W TO CURB 1,215 Sq.Ft GROSS OU CIA TIFIDItICTIONS La ...................... FOUNDATION SLAB Z521 Sq.Ft DRIVEVAY 1.222 Sq.Ft. LEAD WALK 22 Sq.Ft I SIDEWALK AREA 328 Scl.Ft. A/C PAD[S)&GARAGE SERVICE DOOR S-AB 50 Sq.Ft- WATER/CONSERVATIOND Sq.Fte 4.141 5q.VL 8.5 -69U Z488 4 Ft. 20.83' 'POT 1z. (PA. VERAGE LOT . -r 11IMPERVIOUS Sq.FLI LOT I Zaia Sq.Ft. 5.4DO -M, 21 DENOTES CHEMICAL TOILET 2 DENOTES PROPOSED CONCRETE [2] DENOTES PROPOSED WOOD 0 DENOTES PROPOSED PERMEABLE PAVERS BOC - DENOTES BACK OF CURB EOP - DENOTES EDGE OF PAVEMENT --,SETBACKS FRONT-20 FEET FROM FACE OF GARAGE TO RACK OF RIGHT OF WAY AND DENOTES FUTURE 4" TREE 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY-L OCEPT CORNERtMMLE-FRONTME LOTS.FOR WHICH THE MON-ADDRESS FRONTI-ME MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING DENOTES DRAINAGE MANHOLE FACE TO BACK OF RIGHT OF WAY. GENFRAI NOTES' 1,BEARINGS ARE BASED ON IRE CENTERLINE OF ATLANTIC BEACH DRIVE AS BIONG S142r25'L 2.ELEVATIONS SHOWN HEREON ARE BASED ON MAW IMS. 3.THE LANDS SHOWN HEREON UE WITHIN R.00D ZONE-X(SHADED)AND AE(or As DEPICTED ON THE FLDOD INSURANCE RATE MAP(F.LFLM.)COMMUNITY NUMBER 12OD75,PANEL NUMBER 0400K DATED.JAE 3.ZD13,THE FUDOD ZONES SHOWN ON THIS PLAN ARE SCALED OFF OF THE REM.A.F.I.P ML MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORNIATION AND DMMEATIaN's ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDIIING THE DATE OF THIS SITE SITE OF PUBLIC WORKS.CITY OF PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISICNIS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COINUNITYS FLOOD PLANE MANAGEMENT REPOSITORY.DEPARTMENT ATLANMC BEACH. 4 FLOW MAPS REFER04CED HEREON ARE BASED ON RAVID lgft 5.NO UNDERGROUND FOUNDATIONS OR UMUI1ES&NO IMPROVEMENTS,OTHER THAN THOSE SHOWN IMERE LOCATED UNDER THE SCOPE OF THIS STE PLAN. 6.ADDITIONS.DELETIONS AND/Olk ANY WRETTEN INFORMATION ADDED To THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1*-W OR SMAU-EIL S.ENTRIES Is PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REIMAN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WERANDS ARE TO REMAIN NATURAL.VEGE7rAM AND UNDISTURBED, 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. TITLE ZONING.EASEMENTS OR FREEDOM OF ENCUMBRANCES- 1 1.THIS SITE PLAN 15 ONLY FOR THE LANDS AS DESCREBEEL IT IS NOT A CERTIFICATE OF 1 2,THIS STE PLAN WAS NOT INTENDED ED DELINEATE OR DEFINE My WETLANDS.MMRONMWALLY SENSITIVE AREAS.WILDLIFE HABITATS OR jAdED=ONAL LINES OF My FWMAL,STATE.REgIONAL OR LOCAL AGENCY.BOARD,AND COMMISSION OR OTHER EN my AND ANY LIABILITY RESULTING THIEREFIROM IS NOT THE RESIRMSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON 13 MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES- 1 4.THIS SITE:PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. I S.BUILDING AND 161PROMEMENTS,IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOW TO THE FOUNDATION. 16.THIS IS NOT A DOU DARY SURVEY. FON CORRECT LOCATION AND ON 1 7.PU13UC SIDEWALKS DIEFICTED HEREON AM BASED ON THIE CoNsTRuCTION PLANS. THEY ARE SHOWN FOR INFORMATION&PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTIONIL ALI REFER 70 THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAMMUM 2X SLOPE ON ALL SIDEWALKS.ALL SIDEWALK AND FLATWORX SHALL.AT A MINIMUM.MEET CURRENT DUVAL COUNITY AND ADA STANDARD&=SEWSH BE NO MORE TKMI 211.THE PORTION OF THE SOEWAI.X WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMEKE ALSO,PLEASE NOTE THAT UTILITIES(MEIER BO)EM VALVES.ETC.)SHALL NOT BE iNSTAUIED WITHIN THE SIDEWAUKL E TO DRAINAGE PURPOSES. A�Aj PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DU G NAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. PRUAM FOP-RIVERSEDE HOMES CKWrnMM TO:RIVERSIDE HOMES VMS= BAB77ULM 77-AM S G. INC Rffiffi"Iffrw- IMD SURMORS - PLANNM - IMD DIVEWPUIM CONMTAM It 2"-2m <:::x 1501 COUMN ROAD 315 SUrrE NO. 106 Mk-N Gmm con uwmcw, n leoa FAX 4- MCATE OF AUTROFMAnON 1111 WPM= a 2014 M—ESS Sr— NOTATION: F.I.RLIM.FLOOD ZONE X(SHADED)&AE(a) 'I HEREBY CERTIFY, that this survey grphlcaily represents The survey herwon was made without benefit of ubstract or W/ElEVATION'. V--=R�— the result.of a field—y made Under my responsible orch of tMe.and therefore the undersigned and Sartrop =L1GAFX-.r--x PMEL NO.; direction and complies with the latest Standards of Troll SurwMg=n.o.Crl?,1;%tIans regarding Informatl 12DO75 0408H 6/3/13 Fmoti"far Surwye as promulgated by the Florida State am 0,1 h p Ining to ecsseMerte,clans Board of Professional Surveyors and Mappers. Chapter :wsernente,Rights-of-way,setback lines,overlaps. FB/PG: 5J-117 F.Aa; Pursuant to section 472.027.Florida Boundary Line disputes.agreements.reserva, -Z"- Uwe or other N/A statues. subject to oil notes and notation. how hereon. g1milar Matt"wthich May appoor In the abstract.or search DATE- SCALE. N/A N/A This survey Is pTeporod and cartIlled for the exclusive uso of "' 11120/14 FIELD WORK COMPLETED MAP ORIGINALLY SI the client named hereon and the survey mop and report of the copies thereof we not wild without the signature and PROJECT NOE: I I REVISION: M,ME= N/A he original raised scal a .F arid.licen.ed wo—yor and 1349�114-041111 RAYMOND PAUL SUTHERLAND, P.S.M. M.pper. 1 r CHECKED ITY: DOG SHEET__1_01� STATE OF FLORIDA LICENSE NUM13ER LS 5477 7-- fie - PLAN LOT 152 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT OF 1 DUVAL COUNTY, FL- AS RECORDED IN PI.AT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS GRAPHIC SCALE 30 15 30 8.1 0 -W '(P) IN FEET 10.0v N89-59'56 51.63 1 inch 30 flL .-' 25. )-a ---ICIPLAT LJNE %- A- 5.0.0 8.7 .......... 10�0 \Ln 5.00, 1pl. 0 cl 5.00' Ck DD BREA TOTAL LOT ARE� R TO CURB GROSS SOD AREA 7.8 SLAB Z521 Ft DRIVEWAY 1,222 Ft. LA LEAD WALK 22 Sq.Ft SIDEWALK AREA 326 Sq.Ft- =GE 58 Sq.FL WA71ER/CONSERVATION 0 Sq.Ft. 8.5 20.83' :'�-. 20.83' 408 SI.Ft. .Dv PIMPERVIOUS COVERAGE . . . . . . . .. T014 1!�-;,Ful Ft. S -Lb4 ZAla Sq F ,1*. F�14..�Ft- PT DENOTES CHEMICAL TOILET DENOTES PROPOSED CONCRETE DENOTES PROPOSED WOOD DENOTES PROPOSED PERMEABLE PAVERS BOC - DENOTES BACK OF CURB -FSEB?rF.T FROM FACE OF CARAMTG RNX OF RIGHT OF WAY AND EOP - DENOTES EDGE OF PAVEMENT RCNT WAY.6 15 FEET FROM BUILDING FACE OR PORCH TO BMX OF RIGHT OF r.ER=*�=LOTS,FOR WKH THE NON-ADDRESS DENOTES FUTURE e TREE ME"' RIGHT OF WAY. E 10 FEET FROM GARAGE OR UILDiNG MT4 BACK OF DENOTES DRAINAGE MANHOLE BEACH ORFVE AS BEING S142-r2S*E. PANEL NUMBER 0400K DATED,JUNE 3,20M THE FLOW ZONES SHOWN CENTERUNE OF ATLANTIC AP IF.V COMMUNITY NUMBER IV7 NGLUDING E DATE OF THIS 97M . il DEpARTWENTIDIF PUBUC WORKS,CITY OF ON VALID ONLY FOR DATES Up TO AND I To,,N' IE TY FLOOD PLAN ON X,'QrZV'l(SHADED)AND Ar(SF)�RAS=O`Ly!�E. =.-TE.MD 'S ON THIS SITE PLAN 2- ..BE MADE TO S E MANAGEM T REPOSITORY, &THE LANDS SHOWN HOW F.F M.A.F.I.ILM.MAPS AND ARE ON -SCALED OFF OF THE VALL SUPERSEDE$AID INFORMATION ,A:%S.r'E:MAARVl BEEN SUBSEQUENT REVISIONS AF(ER THIS DATE THAT AZ==___=_ARE ON NAVD In..Dr.THAN T14-SHOWN YAW LOCATED UNDER THE SCOPE OF THIS SITE PLAN. OR U.�W..0.PRG I by THE SMING SURVEYOR- ,a UNDER FNGA A.ADDED TO THIS MAP AND;jfj M_mT IS PROHMED AND IS NOT MTmmzr.D AGG'Ti'=.S A.GGRA;�"�M AL� BE 7 THIS MAP IS INMDED TO I 1'��QREMON LIMITS NO REMAIN UNCOVERED&NOT ENCLOSED. 0 AS 2=ANTOTTHE 01 ST -AND UNDISTUIREIM 8.ENTRIES&XOSS=T TO REMAIN NATURAL.VEGETATIVE F E�M%2==Om�UNES OF ANY FEDERAL STATE.REGIONAL OR LOCAL AGEpCY,BOARD,MD COMBIRSSON '.UPLAND OR�=OF 16.DIMENSIONS ME IN FEET AND DECIMAL PARPD=EOD`.F,IS NOT A COMCATE OF TITLE�ZONING,EASEMENTS AD TA 11.THIS STE�Z lWAny0M"T&L%G%WASATE OR 0 E T S' N:(Y M NQS TF=-ONSM- `CF-THTE`U=-- E: PRO BY OR 70"'I'-T LW'"=/,Mlft=l-A-1 Al OF �A"7 0 ZECMUPOW FOR CDNISTRUCT'M;F4 E F AS ONAL___ONLY G 9 AND FLATWORK=NGATTIDA MINI g -T CURRENT DUVAL COU Vr )Z. NOT BE INSTALLED WITHIN ARE CON T BASED MEE THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTlFnES(METER BO)M I THIS 'ANY'- 0 ALL BUILDING TIES ARE SHaVM TO THE FOUNDATION- S SITE NOT No IS GEPC OF THE SIDEW; DUE TO DRAJKAGE PURPOSES ,.ANY PERTY SUG- r'U�E CU REFER No. E- ..T. AW 1.A C P= IN 1B.G��.STRUCTURES MAY VARY CZRTn�ZD TO:RIVERSIDE HOMES pwAnD FOF-RIVERSEDE HOMES G. INC ]BAltTIRAM TrUM SURVEYIN pLLMMS - LAND DIMAP)WRT COMMA= Sz* A�i LAND SURWYOW =3 NO. too 2224 15ol COUNTY ROAD 315 M PAX =12258 GEM COVS HPMNGS, A LB L CZRTnplc&Tz OF COInr WIGNT a 2014 F.I.R.M.FLOOD ZONE X(SVJADED) AE(6) NOTA'nON: "/"X. A.: E 2gv=71- my graphically rapr r-n ,, do wil.hould.b-,fit 11 y"h 'ge�c The_- I.'h h 'gh d and Bartrom PANEL 140� C?" of ".G.d` 120075 0400H 6/3/13 W rn".'d.under my reworsib. &V-3 a G,.*6,,,ISt.ondord,of T-r�roh;urysylng mak n.00 dalms 'ch�cctlon and complies with th e h r,,jqg4.rd n.�1.0t.Z-tion omu,.,.,. Fi.rdo State ' -P.- N/A proalce far . y y-nns.b. ar"other /PQ Pro�fexlohoj-,'r�yorl Old 11121211 '."*r g. �%.=11-Z �472.0 7.0 Uno orlpV t.or search 61- can M- — Board of rid Boundary h may wp.�In the btr- 13 SCALE: 5J-17 F.A'Cb':Iocpturt'oumdltntootOsd*catni(d notations shown hereon. almllur matters ATIE- 11/20/14 tatum su I and Illd 10,thopexclusive Use 0 is Top rN and report Of lh: I-Siam N/A Y.G-wd herson an M su�y Im. SON: not�,,d without the signature and W�WRK CgWpLETED MAP OR th. plos thereof ary .Florid.ll�-sd Wmy-and 1349-14-1346 N A th wiginal raind MCI Of mapper. RA ONO PAUL SUTHE LAND, P.S.M. STATE OF IDA LIC NSE I q 6477 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assign 800 Seminole Road by the Building D a ment.) Atlantic Beach, Florida 32233-5445 /Cs — Phone(904) 247-5826 - P@x(904)247-5,94.5 E-mail-, building-dept@coab.us t rout Cityweb-site: http:HAfww.coab.LIS [D a t e Fro Llut el d�- 2, APPUCAflON REVIEW AND TRACKING FORM Property Addii-ess J1704 Q ent review required Yes 0 uild- Applicant: VF r�5) I I a n n i n a &Zo n_,n-(y-, Pro' -�i ree Minis rator ublic Works ublic Utilities Public Safety Fire Services Reviewfee $ Dept Signature Ot.her Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Veri i By Florida Dept. of Transportation St. Johns Riv r Water Management District Army Corps of EnginDers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing DeparimentFFirst Review: Approved. []Denied. (Circle one.) Comments: PLANNING &ZONING TREE ADMIN. Reviewed by:_/71 Date: Second Review: []Approved as revised ��D�enied PUBLIC WORKS Comments: Comments, PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.- Date: FIRE SERVICES Third Review: []Approved as revised. EjDenied. Comments: Reviewed by: Date:__. ised 07/27/10 FILE COPY APR 03 16 cz Lz..v v 19 ........... ............... ...........11 ............. A '31 4-A u -L.A7 LA cqt Sm, PLAN LOT 152 AS SHOWN ON PLAT OF I ATLANTIC BEACH COUNTRY CLUB UNIT I PL Oc RRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. ECORDED IN PLAT BOO AS R7 K 67, PAGES 52-54 OT THE CU REVISION TT_TT(, A ,r"�T v GRAPHIC SCALE p 30 0 15 30 smi Lo IC .INEt) GIN IN FEET usq-59-56-W 51.63'(P) 1 inch 30 ft PLAT UNE 5,00 ........... 8.7 .......... 50- II 5.00' it- It sq, ip. C)i vo 5.0 . . . . . ci . .. -% 6 A . 0- A9. k 5 00 led 0 %.7 SOD BREAKDOWN - — -0. PO—' TOTAL LOT AREA 5,400 SQ. �t 0� Cl. R/W To CURB 1,2%%%% - GROSS SOD ARI,A 6,6 5 sq. .......... 00 7Z DRI NOATION SLAS 2.5 1 SO. D VE AY 1,22.2 SO.7L L AD WALK 22 SO.FL E S,E ALK AREA 326 Sq.Ft. A/ c PAO(S)&GARAGE Go Sq,FL SERMCE DOOR SLAB kv 20-83' WATER/CONSERVATIONO Sq.Ft. 3 cc'css. o' 20.8 4' 1 q. IA LA N I AR A 2.464 Sq imPERIAOUS COVERAGE . . . . . . . . . . Fl. DI 24 �IIM24 Ft. 5.400 Ft. 71% fc�T DENOTES CHEMICAL TOILET A ;CC- 3 DENOTES PROPOSED CONCRETE jv DENOTES PROPOSED WOOD DECKING DENOTES PROPOSED PAVERS BOC — DENOTES BACK OF CURB FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AMD EOP — DENOTES EDGE OF PAVEMENT FROFNETET FROM BUILDING FACE OR PORCH TO BACK OF NIGHT OF"�, Is E -ADDRESS — DENOTES FUTURE e TREE EXCEPT CCRNEN��FWROIICHGA�QAGEONR BLILJ34NG FRONT/SOE MIN FACE TO BACI(OF RIGHT OF WAY. @— DENOTES DRAINAGE MANHOLE CFKRAl NOTES' C BEACH Dm,4E AS BEING S1427*25'F- 3.7013,THE FLOOD ZONES r� BEARINGS ARE BASE13 GN THE CENTERLINE OF ATLAN TE iSa E RATE MAP lF.I.R.U.)S9MMUNITY NUWER 120075.PANEL NUMBER G40aH-DATED'JJNE LONC.ME DATE OF MIS V ELEVATIONS SHOWN HEREON ARE BASED ON NXVD 1'X(SHADED)AND AE(6)_AS DEPICTED ON THE FLM INSURMC PLAN ARE VALID ONLY FOR DATES UP TO AND INC- 0' Hi" 0, M. wORMAIN)"AND OILNEAIION S ON MIS STF TYS FLOOD �NT REPOSITORY'-W--" "'A"' THE LANDS SHOWN HEREON UE W, FLM.Z OR '� : ES S�D M'A'N'TP"'C—_ M MAPS AIM ARE F FERE.CE ONLY.ME F.1 ON THIS SITE PLAN Ap�f SCALED OFF OF AFTER MIS DATE THAT.'SUPERSEDE�Aq NFOWN PLAN,THElItt MINI mAvE ME"SUSSE"'IE" VID 1 8& THE SCOPE , is STE PLAN. -RVEYOR AT"N ' HEREON ARE BASED ON NAAf>Ro"ENTS,OTHER THAN SHOWN WERE LOCATED VNDER ED By ME SIGNING SU - ' 'LC�g eM`AP�S-"ENE"G`Dl)AnOWS CA UTILITIES a NRO"PON ADDED To THIS MAP THOSE R I IS PROHIBITED AND is NOT AUMCAIZ 5 No UNDERGROUND FOUN 0 MA ANDIOR EPON & ANDIOR"'�"'RI'T"TS'�WALE 01 SN.ALLER. S A, FE'DED I.BE�E' ER". I', TION UNDISTURBED. 'EX _,I C LIMITS MUST REVAN UNCOWREO&�"Ol ENCLOSED AS �T ME AN AN NATURAL VEGETATW. E07 S OR FREEDOM OF EN STATE.RED MAL OP.LOCA '&lp=lrlZC.eT M L AGENCY.SOARD-AND COMMISSION ET AND DECIMAL PARTS MFR RISOIC"ON�LINES OF MY FEDOFI 10 ""l,%VA.DUFE HABITATSF�C�IFRRXMXES ON, i S, ��w AAA TE I". —Sr". 5"1 ,I MInT_ESL:IS ONLY AS ATE OR I pESpONS81UTy OF E UN IGNED. jj MIS Si rE KAN WAS NOT Tl.=M`DELIND� ""T""%ANY'AA`n'-A--R MO' R' .07 1�&UES- O�OTHER ENTITY AND ANY LJAr�X ZES%;4ED MEF�R`,_NFGRSM��S MTIT4ACEFS ARE 013""CAL WITH PLADE' A I.I.MIS'A 0. j,,,MAnC.AS PROMOM BY THE CLIENT. _RTY UNES, ALL BUILDING TIES ARE SHOWN TO ME FOUND TION T04 AN OfM 491CHA 1 4. S� IS . ARE PERKNOICULAR To ME PARCEL PROPF TIO4. FOR CORRECT L;�� Ep"TED HEREON W D C&SORSLOPEEIS L 15 BUILDING AND 1UPROVEMENIS-F ANY'AS OF ARE NF�SM ME"I B�IRUM-MUn7RoT`=CWNTy AND A STASHAU Tt�P"`RPOSrr S.FIC.) NOT BE INSTALLED W�N je�THIS IS NOT A rr '.R,L'ON ARE BASE AX WIAL C. N- ON THE CONSTRUCTION PL.A Hil 2THESYL ON"Z SF ODRE WA� No L()ApTLMEAASME NOTTE THAT UTILITIES(MEIER BOXES,VALVEA` L ET ,� CU�WNT SET&6o�STRUCTON PLANS- THERE IS A MMROUGH THEOPE S R T!:So -8 X T"E pORT)ON OF ME SIDEWXLX MICH TRANSVERSES D4tyEWAy APRON SHALL EFER BE NO ME SID ArH NTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES ;a A/c PADS MUST�ANTAIN 2,'AWAY FROM ANY PROPERTY U"E AND CAN NOT ENCRO FOR CORRECT OMIEIISKII�S - MAY_RY IN SIZE. REFER To ENGINEERING PLANS 9 ORAN AGE STRUCTURES DEP CrED rvwrn?irn 'rA-vTxTvllQy"v Tjrl"jrp'z Doc # 2014278966, OR BK 17003 Page 499, Number Pages: 2, Recorded 12/11/2014 at 03:59 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDI14G $18.50 Prepared by and return to: FILE COPY Brent R.Newton,Esquire Newton&Newton,P.A. 10 192 San Jose Blvd. Jacksonville,FL 32257 File No.14-0663 Permit Number: oRIGHM Tax Folio Number: State of. Florida County of: Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with Chapter 713,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Cornmencement: I Description ofFroperty: Lot 152,Atlantic Beach Country Club Unit Two,according to the plat thereof as recorded in Plat Book 67,Pages 132 through 137,Inclusive,of the public records of Duval County,Florida. 2. General Description of Improvements: construction of single family dwelling 3. Owner Information: a. Name and Address: Riverside Homes ofNorth Florida,Inc. 414 Old Hard Road,Suite 502 Fleming Island,FL 32003 b. Interest in property: Fee Simple C. Names and address of fee simple title holder(if other than owner): 4. a. Contractor Riverside Homes of North Florida,Inc. 414 Old Hard Road,Suite 502 Fleming Island,Fl,32003 b. Contractor's phone number: 904-504-8883 Fax number: 5. Surety: a.Name and address: b.Phone number: c.Amount ofbond: 6, a. Lender: Regions Bank 1042 Main Street,2nd Floor Dunedin,Florida 34698 b. Lender's phone number: 800-734-4667 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(t)(a)(7).,Florida Statutes. b, Phone numbers of designated persons: 8. a. In addition to himself,Owner designates Candace Wolfe of Regions Bank,1042 Main Street,2nd Floor, Dunedin,Florida 34698,to receive a copy of the Lienor's Notice as provided in Section 713,13(l)(b),Florida Statutes. b. Phone number of person or entity designated by Owner: 727-466-2334 9. Expiration date of Notice of Commencement(the expiration date is I year from date of recording unless a different date is specified): OR BK 17003 PAGE 500 FILE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. NOR SI 0 OF Z�71 INC. B stoKer B.Wood JVice P,,,iodent POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me Nce� 10 ,2014,by Christopher B.Wood,the Vice President of Riverside Homes ofNorth Florida,Inc.,who is personally known to me. 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F,o. s ol 'o go -o m o c o L o o o Z I o co o-1.1 3 6 3. o 3 a 3 2- o 0 o o 0 3 g m on 5 0 o "3 o Li o j n> o o o o�s o o < o o o Et a ol. c. i 2 o o I oD o o Z N < < z 3 z o 9 I o > < < lo o —> :E o o N o o o o I lo c o So, m a o o I w <w Do o' 3 ml o o < < 0 C) 0 g 2- N o o o N o S Z o I L a I o' 1. q , o 3 m Cf) 0 -o z o o o 9 o o 5 L B T'o .1 lo @ W E M lo N N. o > MOO 3111 FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Atlantic Beach Country Club Lot 152 Builder Name� Riverside Homes Street: 1648 Atlantic Beach Drive Permit Office: City, State, Zip: Atlantic Beach , FIL , 32007- Permit Nurnber� Owner� Jurisdiction: Design Locationi FL, Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(2551.8 sqft.) Insulation Area a. Frame-Wood, Exterior R=19.0 2175.90 ft' 2. Single family or multiple family Single-family b. Frame -Wood, Adjacent R=19.0 188.33 ft2 3, Number of units, if multiple family 1 c. Frame -Wood, Adjacent R=13.0 187.50 ft2 4. Number of Bedrooms 3 & N/A R= ft2 10. Ceiling Types (1801.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Roof Deck(Unvented) R=22.0 1553.00 ft' 6. Conditioned floor area above grade(ft2) 2358 b. Knee Wall (Unvented) R=19.0 248.00 ft2 c. N/A R= ft2 Conditioned floor area below grade (ft') 0 11. Ducts R ft2 7. Windows(375.2 sqft.) Description Area a. Sup:Attic, Ret:Attic, AH: Attic 6 185 a. U-Factor� Dbl, U=O 35 375.17 ft2 SHGC: SHGC=0.22 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor� N/A a. Central Unit 36.0 SEER:15.00 SHGC: c. U-Factor: N/A W SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.994 ft, 14, Hot water systems Area Weighted Average SHGC: 0.220 a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (2358.0 sqft.) Insulation Area EF: 0.590 a. Slab-On-Gracle Edge Insulation R=0.0 1553.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 805.00 ft2 None c. N/A R= ft? 15. Credits None Glass/Floor Area, 0.159 Total Proposed Modified Loadsi 28.42 PASS Total Standard Reference Loadsi 49 30 1 hereby certify that the plans and specifications covered by Review of the plans and 14 F S 7T.'Al 4L�' this calculation are in compliance with the Florida Energy specifications covered by this T zgz calculation indicates compliance Code. with the Florida Energy Code. Cristina McAnally Before construction is completed PREPAREDBY� this building will be inspected for DATE� compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 0,01)W'e �e '-"' ' "1 4 with the F41oridaE r ode. . . . - I.. - /77 GOFFICIAL OWNER/ DATE�� Compliance requires completion of a Florida Air Barrier and Insulation Inspection ChecKlist 3/2012015 9�37 AM EnergyGaugen-R USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Atlantic Beach Country Club Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2358 Lot# Owner: Total Stories: 2 BlocktSubDivision: #of Units: Worst Case: Yes PlatBook: Builder Name: Riverside Homes Rotate Angle: 225 Street: 1648 Atlantic Beach On Permit Office: Cross Ventilation: County: Duval Whole House Fan: City, State,Zip: Atlantic Beach , Jurisdiction: FL , 32007- Family Type: Single-family New/Existing: New(From Plans) Comment: Key Largo CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2358 22775 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1553 15530 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 805 7245 No 3 2 1 Yes Yes Yes FLOORS y # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet ISlab-On-Grade Edge Insulatio Ist Floor 228 ft 0 1553 ft2 -- 0 0 1 2 Floor Over Other Space 2nd Floor ---- ---- 805 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1682 ft' 0 ft2 Medium 0.96 No 0.9 No 22 22.6 ATTIC V, # Type Ventilation Vent Ratio(1 in) Area RBS IRCC — 1 Full attic Unvented 0 1553 ft2 N N 3/20/2015 9:37 AM EnergyGauge'JR USA- FlaRes2010 Section 405.4.1 compliant Software Page 2 of 6 CEILING -y # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 2nd Floor 22 1553 ft2 0.11 Wood 2 Knee Wall (Unvented) 2nd Floor 19 248 ft2 0.11 Wood WALLS Adjacent Width Height Sheathing Framing Solar Below cavity Ahsor.. ('rndP% y it Omt Tn Wall Type Space R--Vkl Ft In Et In Area g-Value Eracton 1 N=>SW E)derior Frame-Wood I st Floor 19 38 7 10 385.8 ft2 0.23 0.75 0 2 W=>SE Garage Frame-Wood I st Floor 13 8 10 10 88.3 ft2 0.23 0.75 0 3 W=>SE Garage Frame-Wood 1 st Floor 19 5 4 10 53.3 ft2 0.23 0.75 0 4 W=>SE Garage Frame-Wood 1st Floor 13 4 4 10 43.3 ft2 0.23 0.75 0 5 S=>NE Garage Frame-Wood 1st Floor 13 5 7 10 55.8 ft2 0.23 0.75 0 6 W=>SE Garage Frame-Wood 1st Floor 19 13 6 10 135.0 ft2 0.23 0.75 0 7 W=>SE E)dedor Frame-Wood 1st Floor 19 15 0 10 150.0 ft2 0.23 0.75 0 8 S=>NE Exterior Frame-Wood 1 st Floor 19 30 11 10 309.2 ft2 0.23 0.75 0 9 E=>NW Exterior Frame-Wood Ist Floor 19 46 11 10 469.2 ft2 0.23 0.75 0 10 N=>SW Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft2 0.23 0.75 0 11 W=>SE E)derior Frame-Wood 2nd Floor 19 21 11 9 197.3 ft2 0.23 0.75 0 12 S=>NE E)derior Frame-Wood 2nd Floor 19 30 11 9 278.3 ft2 0.23 0.75 0 13 E=>NW Exterior Frame-Wood 2nd Floor 119 31 5 9 282.8 ft2 0.23 0.75 0 DOORS -V # Ornt DoorType Space Storms U-Value \tVidth In Ft Height In Area Ft 1 S=>NE Insulated 1st Floor None .46 3 8 24 ft2 2 S=>NE Wood 1st Floor None .46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation(=>) changed to Worst Case. Wall Overhang # omt 10 Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening I N=>SW 1 Vinyl Low-E Double Yes 0.35 0.22 16.5 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 2 N=>SW 1 Vinyl Low-E Double Yes 0.35 0.22 8.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 3 W=>SE 7 Vinyl Low-E Double Yes 0.35 0.22 1.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 4 S=>NE 8 Vinyl Low-E Double Yes 0.35 0.22 16.0 ft2 12 ft 1 in 10 ft 0 in Drapes/blinds None 5 S=>NE 8 Vinyl Low-E Double Yes 0.35 0.22 85.3 ft2 12 ft 1 in 10 ft 0 in Drapes/blinds None 6 E=>NW 9 Vinyl Low-E Double Yes 0.35 0.22 36.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 7 W=>SE 11 Vinyl Low-E Double Yes 0.35 0.22 4.0 ft2 1 ft 0 in 1 ft 0 in DrapesfDlinds None 8 W=>SE 11 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft2 1 ft 0 in I ft 0 in Drapes/blinds None 9 S=>NE 12 V nyl Low-E Double Yes 0.35 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 E=>NW 13 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 E=>NW 9 Vinyl Low-E Double Yes 0.35 0.22 29.3 ft2 1 ftO in 10ft0in None None 12 E=>NW 9 Vinyl Low-E Double Yes 0.35 0.22 32.5 ft2 1 ftO in 10ft0in None None 13 S=>NE 12 Vinyl Low-E Double Yes 0.35 0.22 37.5 ft2 I ftO in 1 ft Oin None None 14 E=>NW 13 Vi nyl Lo-E Double Yes 0.35 0.22 4.0 ft2 1 ft 0 in 1 ft 0 in None None ____j 3/20/2015 9:37 AM EnergyGauge(D USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 606.48 ft2 606.48 ft2 65 ft loft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess .0003 1855.5 101.87 191.57 .2844 4.8883 HEATINGSYSTEM # System Type Subtype Efficiency Capacity Block Ducts y I Electric Heat Pump None HSPF: 8.5 36 kBtu/hr sys#1 COOLING SYSTEM y # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOTWATERSYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation Natural Gas Tankless Garage 0,59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage V FSEC Area Volume FEF Cert # company Name System Model# Collector Model# ft2 None None DUCTS HVAC# ---- supply Return -- Air CFM 25 CFM25 V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool L 1 Attic 6 185 ft2 Attic 75 ft2 Default Leakage Attic (Default) (Default) 1 1 3/2012015 9:37 AM EnergyGaugeff) USA- FlaRes2010 Section 405.4.1 compliant Software Page 4 of 6 TEMPERATURES Prograrnable Thermostat:N Ceiling Fans: Coolin Jan �Xj F IX Ap I j May Jun ri Jul �Kj A S p Oct Nov Dec 9 eb Xj Mar jXj I Jun JU Aug �Xj S:P Oct Nov Dec Heating Jan Feb Mar Apr May Jun Jul Aug Sep IXI Oct NX Nov Dec Venting Jan Feb Mar Apr May Thermostat Schedule: HERS 2006 Reference Hours 9 10 11 12 Schedule Type 1 2 3 4 5 6 78 78 78 78 78 78 78 78 78 78 Cooling (WD) AM 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICALVENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 3/20/2015 9:37 AM EnergyGauge(D USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRES& 1648 Atlantic Beach Drive PERMIT#� Atlantic Beach, FL,32007- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors& outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, t programmable thermostat is required. Heat pumps with supplemen al electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level nt No make-up air from attics, crawlspaces, garages or outdoors adjace to pools or spas. SwimmingPools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Offttimer switch required. Gas heaters minimum thermal efficiency--78% (82%after 4/16/13). Heat pump pool heaters minimumCOP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or J variable capacity system. Electric heat>1 OkW must be divided into two or more stages. Ceilings/kneewalls 1 405.2.1 R-1 9 space permitting. I 3/20/2015 9:37 AM EnergyGaugeD USA- RaRes2010 Section 405.4.1 compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 58 The lower the EnergyPerformance Index, the more efficient the home. 1648 Atlantic Beach Drive, Atlantic Beach, FIL, 32007- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood, Exterior R=19.0 2175.90 ft' 1 Single family or multiple family Single-family b. Frame-Wood,Adjacent R=19.0 188.33 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 187.50 ft2 J. N/A R= ft2 4, Number of Bedrooms 3 10.Ceiling Types Insulation Area 5. Is this a worst case? Yes a.Roof Deck(Unvented) R=22.0 1553.00 ft' b. Knee Wall(Unvented) R=19.0 248.00 W 6. Conditioned floor area(ft') 2358 c. N/A R= ft2 7, Windows- Description Area 11.Ducts R ft2 a. U-Factori Dbl, U=0.35 375.17 ft2 a.Sup:Attic,Ret:Attic,AH:Attic 6 185 SHGC� SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:15.00 c. U-Factor: N/A SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPFi8.50 Area Weighted Average Overhang Depth. 3.994 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types Insulation Area Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1553.00 ft2 a. Natural Gas EF:0.59 b. Floor Over Other Space R=0.0 805.00 ft2 b. Conservation features c.N/A R= ft2 None 15.Credits None I certify that this home ompAied with the Florida Energy Efficiency Code for Building S7,4�-. ox 4P Construction through e boveenerg aving features which will be installed (or exceeded) AV s rw ome om led Itl In bove ene f s t g n. fthe ise,Jew EPL Display Card will be completed &no pe I t f t in this home before 11 a nsp I I c based on installed o co 7nt res. f Nt Builder Signature Date 115 'Iwo i 4�.City/FL ZioavaA+ DILI n ii�;Cr_ 3QCA, Address of New H G �.4*33 *Note� This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters, For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge(D USA-FlaRes2010 Section 405.4.1 Compliant Software FILE COPY TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Atlantic Beach Country Club Lot 152 Builder Name: Riverside Homes Street: 1648 Atlantic Beach Drive Permit Office: City,State,Zip: Atlantic Beach, FL,32007- Permit Number: Jurisdiction: Owner: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. ee wall door, or drop down Attic access (except unvented attic), kn stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. V/ Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. V/ floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces.----7- Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. L Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. between dwelling units. Common wall Air barrier is installed in common wall HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or dr)rwall. Fireplace Fireplace walls include an air barrier. EnergyGauge®R USA-FlaRes201 0 section 405.4.1 compliant Software Job: Project Summary Date: 2014 wrightsoft By: + Entire House Plan; Key Largo A/C Designs of St. Augustine Inc. 103 Liberty Center Place,St.Augustine,FIL 32092 Phone:904-829-8898 Fax:904-829-6587 17*117101 For: Riverside Homes Notes� Atlantic Beach Country Club Lot 152 faces north east imr-Fix ra Weather Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 ':F Outside db 95 'F 70 'F Inside db 75 'F Inside db 20 'F Design TD 36 -F Design TD M Daily range Relative humidity 50 % Moisture difference 40 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27884 Btuh Structure 27271 Btuh Ducts 1598 Btuh Ducts 2470 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh n Equipment load 29482 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29741 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 2460 Btuh Fireplaces 0 Structure 386 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) Area (ftJ 2358 2358 Equipment latent load 2846 Btuh Volume (ftJ 22775 22775 Equipment total load 32587 Btuh Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 121 61 Req. total capacity at 0.75 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. ANA DISTI... Trade GOODMAN JANITROL, AMANA DISTI... Trade GOODMAN- JANITROL-1 AM Model SSZ140361,B Cond SSZ1 40361 B AHRI ref 5924429 Coil AVPTC42D14A AHR1 ref 5924429 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Sensible cooling 25650 Btuh Heating input 32000 Btuh Q 47'F Latent cooling 8550 Btuh Heating output 26 'F Total cooling 34200 Btuh Temperature rise 1140 cfm Actual air flow 1140 cfm Actual air flow 0.038 cfm/Btuh Air flow factor 0.039 cfm/Btuh Air flow factor 0 in H20 Static pressure 0 in H20 Static pressure Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-20 09:31:36 wrightsoft Right-suite@ Universal 2015 15.0A3 RSU01648 Page I ...peclfic�Atlantic Beach Country Club Lot 152.rup Calc=MJ8 Front Door faces�NE Job: wrightsoft Right-M) Worksheet Date: 2014 En6re House lRan: Key Largo A/C Designs of St. Augustine Inc. 103 Liberty Center Place,St.Augustine,Fl-32092 Phone 904-829-8898 Fax:904-829-6587 Entire House Upstairs 1 Room name 204,0 ft 0 ft 2 Exposed wall 9.7 ft 9.0 ft heat1cool 3 Room height 805.0 x 1 0 ft 4 Room dimensions 2358.0 ft2 805.0 ft' - 5 Room area Load Ty Construction U-value Or HTM Area (ft) Load Area W) number (Btuh/ft'-'F) (Btu lft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool _0 Heat Cool Gross N/P/S Heat Cool Gross N/PIS 0.068 sw 2.45 1.52 464 439 1075F669 104 1104 255 158 6 t 12E-Osw 5 9 1 92� 0 0 --G 21.24 40.25 25 0 531 1006 01 5309 335 61A 0.590 sw ,��j 269 220 12E-Osw 0.068 nw, 2.45 1.52 730 583 1427 888 V� 1041 1661 L-G 61A 0.590 nw 21.24 33.90 147 0 3122 4984 49 0 0.068 ne 2.45 1.52 587 392 960 597 278 209 512 318 11 V.V 12E-Osw 6599 69 0 1466 2663 Ef 61A 0.590 ne 21.24 38�59 171 0 3632 0 0 D I,jo 0,600 ne 21.60 18.90 24 24 519 454 0 0 0.068 se 2.45 1.52 347 312 764 475 197 163 399 248 V.V 12E-Osw 1409 34 0 722 1369 L--G 61A 0.590 se 21.24 40.25 35 0 743 0 0 R 12E-Osw 0.069 - 2.45 0.95 375 354 967 337 0 0 0 L-D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 0 0 4 0 P 16CR-1 9ad 0.049 1.76 2.20 248 248 437 547 248 248 437 5 7 '1553 1553 1454 1817 0 0 0 0 C 1 6CR-38ad OM6 0.94 7 1553 204 7263 0 0 0 0 0 F 22A-tpI 0.989 35.60 0.00 0 0 6 c)AED excursion - -- ::23:08r820039 5370 7299 Envelope loss/gain - 47961 1332 1911 531 12 a) Infiltration 0 0 0 0 b) Room ventilation - --- 500 13 Internal gains Occupants @ 250 4 1000 2 4900 0 Appliances/other --- 27884 27271 7281 8330 0 0 R 00 m ventilation 5 00 r tn) n.l.g in Ccc 0 te App 7281 8 330 Subtotal(lines 6 to 13) 0 0 0 0 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 7281 8330 27884 27271 9 k7 14 Subtotal 1 )L� 30% 1598 2470 6% 9% 1599 2470 22% f 15 Duct loads 4_ :- 29482 29741 8878 10800 Total room load 1 1 0 1 1 0 3 1140 1140 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-20 09:31:36 4+,-- vvriightsc>ft Rlght-Suite,-R)Universal 2015 15.0,13 RSU01648 Page 1 ACCN Calc=MJ8 Front Door faces:NE . pecificWlantic Beach Country Club Lot 152.rup Job: + wrightsoft Right-M) Worksheet Date: 2014 Entire House B - A/C Designs of St. Augustine Inc. P�an: Key Largo 103 Liberty Center Place,St.Augustine.FIL 32092 Phonei 904-829-8898 Fax:904-829-6587 Downstairs 1 Room name 204,0 ft 2 Exposed wall 10.0 Ift heaticool 3 Room height 1653.0 x 1 0 ft 4 Room dimensions 1553.0 ft' 5 Room are a - Load Ty Construction U-value 0 r HTM Area (ft� Load Area number (Btuh/ft'-'F) (Btu Ift') o r perimeter (fit) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross WIS Heat Cool 6 12E-Osw 0,068 sw 2.45 1.52 360 335 820 510 0 531 1006 _G 61A 0.590 sw 21.24 40.25 25 889 553 V.V 12E-Osw 0.0681 nw, 2.45 1.52 461 363 L-1, 61A 0�5901 nw 21.24 33.90 98 0 2082 3322 11 VIV 12E-Osw 0.068 ne 2.45 1.52 309 183 448 279 E:J61A 0 11, ne 21-24 38.59 102 0 2166 3936 - 1 0�5 21.60 18.90 24 24 518 454 D 1 J0 600 n� VIV 12E-Osw 2.45 1.52 150 149 365 227 0 0681 se 40 1-G 61A 0 590 se 21.24 40.25 1 0 21 R 12E-Osw 2.45 0.95 375 354 867 337 0 295 258 L--D 11DO O�0369801 r'e 14.04 12.28 21 21 p 16CR-1 gad 0.0491 1.76 2.20 1553 1553 14541 1817 C I 6CR-38ad 0.0261 0.94 '1.17 0 7263 0 F 22A-tpl 0.989 35.60 0.00 1553 2 4 0 0 0 0 0 6 c)AED excursion 17718 12740 Envelope loss/gain - 2885 801 12 a) Infiltration 0 0 b) Room ventilation - -- - 500 13 Internal gains Occupants @ 250 2 4900 Appliances/other -- - 20603 '18941 Subtotal(lines 6 to 13) 0 0 Less external load 0 0 Less transfer 0 0 Redistribution 20603 18941 14 Subtotal -0% 0 0 15 Duct loads - 2 2 0 6 3 4 7- 0603 18941 F Total room load 797 726 1 1 F FAir required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-20 09:31:36 4+1+- wriightsc)�ft Rlght-SulteD� Universal 2015 15.0,13 RSU01648 Page 2 ACCK pecific\Atiantic Beach Country Club Lot 152.rup Calc=MJ8 Front Door faces:NE FILE COPY Level 1 0/Wic 29 cfm 38 cfm t9l., D� 4 41, 01 Bath 169 cfm 2 cfm 4 Owners 4 cfm -9�, 4"--Eau'n 3 CfP dr 4 4 12 Sup Riser Hall Garage 5 cfm 64 cfrn T1 A 6 78 cfm 'X 6 Dining Kitchen 6 7 7 'j I' 6 r 71' 6 64 cfm 116 Orn 116 CfM Pantry Living Stair Foyer Scale� 1 � 82 Job M A/C Designs Page 1 Performed for: Riverside Homes 103 Liberty Center Place Right-SuiteCE.)Universal 2015 Saint Augustine,FL 32092 15.0.13 RSU01648 Phone:904-829-8898 Fax:904-829-6587 2015-Mar-I 8 1511:23 ...es\Courtyard With 2nd Owners.rup level 2 Sup Riser 69 cfm Bath 3 Wic 3 Wc 2 Bath 2 22 cfm fin 6 10 cfM 28 cfrn 4 4 M4 4 1216 CfM 7 Wic 2 1140 cfrn Bed 3 16 0 e s 165 cfm Stairs 2 Loft 139 cfM Open Below 81, Office 152 cfm Scale� 1 82 Job M AJC Designs Page 2 Performed for: Right-Suite(P)Universal 2015 Riverside Homes 103 Liberty Center Place 15.0.13 RSU01648 Saint Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-65B7 2015-Mar-I 8 15:11:23 ...es\Courtyard With 2nd Owners.rup Job: Duct System Summary Date: 2015 wrightsoft Entire House By: Plan: Courtyard A/C Designs 103 Liberty Center Place,Saint Augustine,FIL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information For� Riverside Homes Heating Cooling External static pressure 0,22 in H20 0.22 in H20 Pressurelosses 0 in H20 0 in H20 Available static pressure 0.22 in H20 0.22 in H20 Supply/return available pressure 0.110/0.110 in H20 0.110 0.110 in H20 Lowest friction rate 0.100 in/100ft 0100 in/100ft Actual air flow 1140 cfm 185 ft 1140 cfm Total effective length (TEL) Supply Branch Detail Table Design Htg Clg Design Diarn HxW Duct Actual Ftg.Eqv Trunk (Btuh) FR (in) (in) Matl Ln (ft) L n (ft) Name (Cfm) (Cfm) I - st2 0.100 4.01 oxo I VlFx 14.6 115.0 Bath 2 c 612 15 28 Oxo 115.0 st3 Bath 3 C 483 13 22 0.100 4.0 VlFx 12.5 Bed 3 c 2731 116 126 0.100 VIF 9.5 115.0 st3 7 01 0x0 I VlFx 31.3 140.0 st5 Dining h 1627 78 72 0.100 6 0 0x0 Hall C 115 4 5 0.100 4.0 OX0 VlFx 45.0 140.0 st4 Kitchen C 1391 39 64 0.100 6,0 OX0 VlFx 36.9 140.0 st5 Kitchen-A C 1391 39 64 0.100 6.0 OX0 VlFx 36.9 140.0 st5 Laun C 87 3 4 0100 4.0 OX0 VlFx 42.0 140.0 st4 Living h 2426 116 39 0.100 7.0 OX0 VlFx 32.7 140.0 st5 Llving-A h 2426 116 39 0.100 7.0 OX0 VlFx 36.5 140.0 st5 Loft c 3290 143 152 0.100 8.0 OX0 VlFx 25.9 125.0 st2 0/Bath h 802 38 11 0.100 4.0 OX0 VlFx 37.9 140.0 st4 O/Wc C 46 2 2 0100 4.0 OX0 VlFx 33.2 140.0 st4 O/Wic In 610 29 7 0.100 4.0 OX0 VlFx 40.4 140.0 st4 Office c 2999 77 139 0.100 8.0 OX0 VlFx 25.0 120.0 st2 Owners In 3549 169 115 0.100 8.0 OX0 VlFx 36,8 140.0 st4 Owners 2 C 3562 81 165 0.100 8.0 OX0 VlFx 11.3 115.0 st2 Pwdr c 58 2 3 0.100 4.0 OX0 VlFx 35.4 14&0 St4 Wc2 h 220 10 6 0.100 4.0 OX0 V1Fx 13.2 115.0 st2 Wic 2 c 1495 37 69 0.100 6.0 OX0 VlFx 18.0 115.0 st2 Wic 3 h 277 13 8 0.100 1 4,01 OX0 VlFx 13.4 115.0 st3 2015-Mar-18 15:10:32 wrightsoft' Pighl-SuiW�universal 2015 15.0.13 f;SU01648 Pagel S\Riverside Homes\courtyard With 2nd owners.rup Calc=MJ8 Front Door faces: Supply Trunk Detail Table Trunk Htg CIg Design veloc Diann HxW Duct Ty e (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk Name p st4 Peak AVF 1 248 147 0.100 316 12.0 0 x 0 VinIFIx stl st5 Peak AVF 386 278 0,100 492 12.0 0 x 0 VinIFIx stl stl Peak AVF 634 425 0.100 359 18.0 0 x 0 VinIFIx st2 Peak AVF 364 559 0.100 400 16.0 0 x 0 VinIFIx 0 x 0 VinIFIx st3 Peak AVF 142 156 1 0.100 1 286 10.0 Return Branch Detail Table r----- Grill Htg Clg TEI Design Veloc Diann Hxw Stud/Joist Duct IName Size (in) I (cfm) (cfm) (ft) FR I (fpm) I (in) (in) opening (in) Matl Trunk I rb2 OX0 1140 1140 0 0 0 0 Ox 0 VlFx 2015-Mar-18 15:10:32 Page 2 wrightsoft* Pight-Suite(E)Lhiversal 2015 15,0.13 F6UO1648 S\Riverside Homes\courtyard With 2nd owners.rup Calc�MJ8 Front Door faces: F 1-1 1 Of& Affi;.A' N4 11061AW191162A, ImerAQ *1' 11 - 4K§1 Bud GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES S Trusses are not marked in any way to identify the Los trusses no estin marcados de ning6n modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES L frequency or location of temporary lateral restraint identifique la trecuenda o localizaci6n de restricacin lateral (S) DON'T overload the crane. 5 and diagonal bracing.Follow the recommendations y arriostre diagonal temporales.Use las recomendadones for handling,installing and temporary restraining de manefo instaladdri,restriccOn y arriostre temporal de NO sobrecargue la grila. and bracing of trusses.Refer to BCSI-Guide to los trusses.Vea el folleto SCSI-Guia de Buena Pri Good Practice for Hardline.Installing.Restraining Data el Manvio,instalacidn,Restricci6n y Arnostre de (S) NEVER use banding to lift a bundle. .e Connected Wood Trusses de Madera Coectados con Placas de Meta NUNCA use las ataduras para levantar un paquete. Tru *�_**for more detailed information. para informaci6n mis detallada. A single lift point may be used for bundles of Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar top chord pitch trusses up to 45'(1 3.7 m)and permanent later-dl restraint or reinforcement for las localizadones de restriccidn lateral permanente o parallel chord trusses up to 30'(9.1 m). individual truss members. Refer to the BCSI- refuerzo en Aos intembros individuales del truss. Vea la Use at least two lift points for bundles of top 63***for more information.All other permanent hoja resumen BCSI-B3***para mis informad6n. El chord pitch trusses up to 60'(18.3 m)and paral- WARNING Do not over load supporting bracing design is the responsibility of the building resto de los diseficts de arficstres permanentes son la lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. designer. responsabifidad del d1seifador del edificio. three lift points for bundles of top chord pitch iADVERTENCIA!No sobrecargue la trusses>60'(18.3m)and parallel chord trusses estructurar apoyada con el paquete de WARNING The consequences of improper >45'(13.7 m). trusses. handling,erecting,installing,restraining Puede usar un solo lugar de levantar para,pa- Place truss bundles in stable position. 9 and bracing can result in a collapse of the quetes de trusses de la cuerda superior hasta 45' Puse paquetes de trusses en una posicircin structure,or worse,serious personal injury y trusses de cuerdas paralelas de 30'o mencis. estable. or death. Use por to menos dos puntos,de levantar con grupos,de trusses de cuerda superior inclinada iADVERTENCIA!El re5ultado de un manelp, hasta 60'y trusses de cuerdas parallelas hasta levantarrifento,instalacicin,restricci6n y arrisotre 45'Use por to mencis dos puntos de levantar con grupos de trusses de cuerda superior inchnada incorreLto puede ser la caida de la estructura o mas de 60'y trusses de cuerdas,paralelas mas de 45' a6n peor hendos o muertos. L- AQI�M@H Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES damaging trusses and prevent injury. ear personal protective equipment for t0eyes, Using a single pick-point at the peak can damage the truss. feet,hands and head when working with El uso de un solo lugar en el pico para levantar puede 60*or less trusses. hacer dafio at truss. 5TaFWM,1a Ublice rautela at quitar las ataduras o los,pedazos de metal de suiletar para evitar dailo a los trusses y prevenir la herida personal. I Lleve Approx'n1/2 el equipo protectivo personal para Oics,pies, Tagline truss Is gth manos y cabeza cuando trabaja con trusses. ACAUVHM Use MWYW./d utifice TRUSSES UP TO 30'(9.1 special care in cuidado especial en T— TRUSSES HASTA 30 PIES windy weather or cilas ventosos o cerca near power lines de cables el6ctricos o Locate Spreader bar Ch and airports. de aeropuettos. abow or stiffback A preader bar To.-m �_T_in mid-height T ME, Spreader bar Spread.,bar 1/2 to 2/3 tross length for truss Tagline TRUSSES UP TO 60'(18.3 Spreaderbar.21,310 TRUSSES HASTA 60 PIES Tag ine .Iru�'.g, ISSES UP TO AND OVER 60'(18.3 r HANDLING 60 PIES MANEJOHold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. ffkll�Avoid lateral bending. Sostenga cada truss en posici6n con equipo de gr6a hasta que la restriccidin lateral temporal de la Evite la flexi6n lal Use proper rig- Use equirioc,apropiado ging and hoisting para levantar e cuerda superior est6 instalado y el truss estj asegurado en los soportes. FTMM The contractor is responsible for equipment. Improvisar. INSTALLATION OF SINGLE TRUSSES BY HAND properly receiving,unloading and storing the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES smooth surface to prevent damage. POR LA MANO El contratista tiene la responsabilidad de recibir descargar y almacenar adecuadamente Fv1 Trusses 20' Trusses 30' los trusses en la obra.Descargue los,trusses en (6.1 m)or f (9.1 m)or la tierra fiso para prevertir el dailo. less,support less,support at near peak. quarter points. Soporte Soporte de cerca at los cuartos los Tru��e, g-Trusses u to 20' _110� de tramo los .4- Trusses up to 30' trusses de 30 1 (9.1 M) 20 pies 0 (6.1 (S) DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies unbraced bundles verticalmente los, upright. trusses sueltos. TEMPORARY RESTRAINT & BRACING Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in REsTRzca6N YARRjrosTRE TEMPORAL contact with the ground after delivery.If trusses are to be stored for more than one week,place V701M Refer to BCSI-B2***for more information. Top Chord Temporary blocking of sufficient height beneath the stack Lateral Restraint of trusses at 8'(2.4 m)to 10'(3 m)on-center Vea el resumen BCSI-B2***parar mis infiarmacicin. (D.C.). (TCTUR) Locate ground braces for first truss directly in line 2x4 min. Los trusses pueden ser descargiados directamente with all rows of top chord temporary lateral restraint en el suelo en aquel momento de entrega 0 table in the next column). almacenados temporalmente en contacto con el sueto despu6s de entrega.St Jos trusses estarin Coloque los,arriostres de derra para et primer guardados para mis de una semana,ponga truss directamente en linea con cada una de las bloqueando de altura stificiente debris de la pila (S) DO NOT store on NO almacene en tierra filas de restricci6n lateral temporal de la cuerda �901 Brace first de los trusses a 8 hasta 10 pies en centro(o.c.). truss For trusses stored for more than one week,cover uneven ground. desigual. superior(vea la tabla en la pr6xima columna). securely bundles to protect from the environment. (S) DO NOT walk on unbraced trusses. before erection of 0 a Para trusses guardados por mis de una semana, NO camine en trusses sueltos. additional cubra los paquetes para protegerlos del ambiente. trusses (S) DO NOT stand on truss overhangs until trusses. Refer to BCSI***for more detailed information 11111110- Structural Sheathing has been applied to pertaining to handling and jobsite storage of the truss and overhangs. "�U trusses. NO se pare en voladizos cerchas hasta Vea el folleto BCSI***pare informacicin mis dLL31- R vestimiento estructural ha sido aPlicado ----F_ e lada sobre el mane)o y almacenado de los trusses a la armadura y voladizos. en irea de trabailo A 7.143- C41MIMI Wk I BrUW111191TIEM-111 11 - . I GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS 13UNDLES Trusses are not marked in any way to identify the Los trusses no estin marcados de ningtin modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES frequency or location of temporary lateral restraint identifique la frecuenda o localizacicin de restricci6n lateral and diagonal bracing.Follow the recommendations y arnostre diagonal temporales.Use las recomendaciones (S) DON'T overload the crane. for handling,installing and temporary restraining de rl instalad6n,restriccidn y arriostre temporal de NO sobrecargue la gr6a. and bracing of trusses.Refer to SCSI-Guide to IDS trusses.Vea el folleto fiCS1-Guia de Buena Pri Good Practice for Handlino.Installina.Restraining Dara et Manvio.Instalacitin.RestriccOn y (S) NEVER use banding to lift a bundle. Lf - onnected Wood Trusses de Madera Conectados con Placas de Meta NUNCA use las ataduras para levantar un paquete. Trusse***for more detailed information. para informact6n mis detallada. Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar z A single lift point may be used for bundles of permanent lateral restraint or reinforcement for las localizaciones de restricabn lateral permanente o top chord pitch trusses up to 45'(13.7 m)and individual truss members. Refer to the BCSI- refuerzo en los miembros,individuales del truss. Vea la parallel chord trusses up to 30'(9.1 m). B3***for more information.All other permanent hoja resumen BCSI-B3***Para mis informad6n. El Use at least two lift points for bundles of top 1,RNING Do not over load supportim bracing design is the responsibility of the building resto de los disefios de arricstres permanentes,son la chord pitch trusses up to 60'(18.3 m)and paral- designer. responsabilidad del disefiador del edificio. lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. three lift points for bundles of top chord pitch IFNCIA!No sobrecargue la trusses>60'(18.3m)and parallel chord trusses estructura apoyada Con el paquete de WARNING The consequences of improper >45'(13.7 m). trusses. handling,erecting,installing,restraining Puede usar un solo lugar de levantar para pa- Place truss bundles in stable position. and bracing can result in a collapse of the quetes de trusses de la cuerda superior hasta 45' structure,or worse,serious personal injury y trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en una posich or death. Use por lo menos dos puntos de levantar con estable. iADVERTENCL4!El resultado de un manejo, grupos de trusses de cuerda superior mchnada I tmw ft�_'d hasta 60'y trusses de cuerdas paralelas hasta levantanniento,instalacidn,restncci6n y a ''Otre 45,Use por lo menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada incorrecto purede ser la cafda de la estructura o mas de 60'y trusses de cuerdas paralelas mas de 45' a6n peor hendos o muertos. Q�R�Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES damaging trusses and prevent injury. ?at er 0=Using a single pick-point at the peak can damage the truss. personal protective equipment for thE:y TIO feet,hands and head when working with Irk trusses. El uso de un solo lugar en el pico para levantar puede 60*or law 9CWY_M.�U Utilice cautela al quitar las ataduras hacer dafio al truss. o los peal de metal de surfetar para evitar dafio a IDS trusses y prevenir la herida personal. Lieve p"', A vn�mw Use mmm"�v utilice el equiloo protectivo personal pa CO TRUSSES UP TO 30'(9.1 ra mancis y cabeza cuando trabaja special care in cuidado especial en Tagline TRUSSES HASTA 30 PIES windy weather or dias ventosos o cerca, near power lines de cables e0ctricos o ea AttaCh and airports. Locate Spr de,bar 10'(3 rn) de aeropuertos. _--�_.read.r At— at,. or stiffb-ck D.C.nW. Mid-leiii ht T2f T.e a, 'A '�Wc' (3 rrl, k Spreader bar Spe1derb1r Lu� \�l\1/V vpr-,-- for truss Taglin. r.. an g'2� TRUSSES UP TO 60'(18.3 Spreader bar 2/3 to TRUSSES HASTA 6E Tagline 3/4 tw.length HANDLINGTRUSSES UP TO AND OVER 60'(18.3 MANEJO TRqFq11ASTAYSOBRE60PIFS 0 0 Hold each truss in position with the erection equipment until top chord temporary lateral restralt =Avoid lateral bending. is installed and the truss is fastened to the bearing points. Evite la flexicin lateral. Use proper rig- Use equipo ap-piado Sosteriga cada truss en posid6n con equipo de grda hasta que la restriccOn lateral temporal de ging and hoisting para levantar e cuerda superior est6 instaladd y el truss esM asegurado en los,soportes. 17MM The contractor is responsible for equipment. Improvisar properly receiving,unloading and storing INSTALLATION OF SINGLE TRUSSES BY HAND the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES smooth surface to prevent damage. POR LA MANO El contratista tiene la responsabifidad de recibir descargar y almacenar adecuadamente Trusses 20' IDS trusses en la obra.Descargue los trusses en (6.1 m)or Z Trusses 30' (9.1 m)or la tierra liso para prevenir et dafio. less,support less,support at near peak. quarter points Sporte Soporte de cerca al pico /05 cuartos, ,."4 /Os trusses g-Trusses up to 20' -p- de tramo IDS Trusses up to 30' _0� de 20 pies (6.1 m) trusses de 30 (9.1 M) 0 (S) DO NOT store NO almacene menos. pies o menos. Trusses hasta 30 pies Ma Trusses hasta 20 pies unbraced bundles verticalmente IDS upright. trusses sueltos. Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING at the time of delivery or stored temporarily in contact with the ground after delivery.If trusses RESTRICCION YARRIOSTRE TEMPORAL are to be stored for more than one week,place T M Refer to BCSI-B2***for more information. blocking of sufficient height beneath the stack P' Tempo of trusses at 8'(2.4 m)to 10'(3 m)on-center ii-l"Lote2loRestraint (D.C.). Vea el resumen SCSI-B2***para mis imbrmaci6n. ( , "" (TCTLR) Los trusses pueden ser descargados directamente Locate ground braces for first truss directly in line 2A min. en el suelo en aquel momento de entrega o with all rows of top chord temporary lateral restraint almacenados temporalmente en contacto con el table in the next column). suelo despuds de entrega.Si los,trusses estarin guardadds para mais de una Semana,ponga Coloque IDS arriostres de tierra para el primer i1a truss directamente en Ifnea con cada una de las bloqueando de altura suf1dente detris de'a P (S) DO NOT store on NO almacene en tierra Brace de los trusses a 8 hasita 10 pies en centro(o.c.). filas de restncci6n lateral temporal de la cuerda �90o uneven ground. desigual. superior(vea la tabla en la pr6xima columna). truss For trusses stored for more than one week,cover secure bundles to protect from the environment. (S) DO NOT walk on unbraced trusses. beforf Para trusses guardados;por mis de Una semana, NO carrine en trusses sueltos. erec' cubra los paquetes para protegerlos del ambiente. additi DO NOT stand on truss overhangs until truss, Refer to BCSr*--for more detailed information Structural Sheathing has been applied to pertaining to handling and jobsibe storage of the truss and overhangs. trusses. NO se pare en voladizos cerchas hasta Vea el fbileto BCSIPara informad6n mis detal- Revestimiento estructural ha sido aplicadc, lada sobre el manejo y almacenadc,de los,trusses a la arml y volacizos. en irea de trab�lo. y 0-1 IV 4:0111 M-fil 110 r.,A 10ifforsAL ff.P4-mP'11Jz1MVff#]M-ff#_1'Kell-if-,ff#J-;ff-'f 114AM,W:i:f-,rilvott 1XI-0 I I L 6-1-7m 11 re N_X I 1;--K 0 1 JA F NJ L al-W IF I�Lz9L I- I Z A 0 : -, 0 9 mboi nagn. It . ,dPS TO SE17ING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICC16N YARRIOSTRE PAPA TRUSSES DE CUERDAS PARAILELAS 3X2 Y4X2 S MEDIDAS DE LA iNsTALAa6N DE LOS TRUSSES 1 0'(3 ni or Diagonai bracing Repeat diagonal bracing Refer to 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 15'(4.6 ri every 15 truss spaces 30' trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-B7*for more (9.1 in)max. bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. <4 trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Vea el resumen BCSI-B7 below).7)Repeat process with groups of four trusses until all trusses are set. para i informaci6n. 1)Instate jos arriostres de tierra.2)Instate el primero truss y ate seguramente at arriostre de derra.3)Instate jos pr6ximos 4 trusses con restricci6in lateral temporal de miembro corto(vea abajo).4)Instate el arriostre diagonal de la cuerda superior(vea aballo).5)Instate arriostre Apply diagonal brace to vertical webs at end of carmlever and at diagonal para las plancts de los mierribros secundi pi estabilice las primeros onco trusses bearing locations. 11 lateral restraints i'vea abai 6)Instate ja restriccii lateral temporal y arricistre diagonal para la cuerda inferior lapped at least two trusses. (vea abafic).7)Repita 6ste procedirrivento en grupos de cluartro trusses hastar que todi IDS trusses esii instaladds. *Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords amRefer to SCSI-B2***for more information. and 15'(4.6 ri o.c.for 4x2 chords. J, Veal el res6men SCSI-S2***parai mis informalci6n. INSTALLING - INSTA"CION :STRAINT/BRACING FOR ALL PLANES OF TRUSSES Tolerances for Out-of-Plane. Ou- I Max.Bow Truss Length -STRICCIONIARRIOSTRE PARA TODOS PLANOS DE TRUSSES Tolerancias para Fuera-de-Plarro. W4' 12.5' This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses D150 D(fli (19 ni (3.8 m) (PCTs).See top of next column for temporary restraint and bracing of PCTS. 1/4" 1. 7/8" 14.6' (6 mi (0.3 m) (22 mm) (4.5 m) Este m6Wo de restriccii y arnostre es parra todo trusses excepto trusses de cuerdas paratelas Max.Bow Length A t1/2" 2' 1. 167 (PCTs)3X2 y 4x2.Vea la parte superior de la columna para la restriccl6n y arriostre temporal de PC7s. Ms..Bow (13 mi (0.6 m) (25 mm) (5.1 M) 3/4* 3' 1-1/81, 18.8' -CUERDA SUPERIOR E[�Length TOPCHORD Plumb (19 mm) (0.9 1 (29 mm) (5.7 1 1. R&SS Top�i�rary Lateral Restraint(TCTLR)Spacing ',i line 4m 1-1/4" 20.8' M.S. JWaciaTMJJNJJhkgff Tarn I&AaQatirdiii prior Tolerances for (25 mm) (1.2' (32 mm) (6.3 m) Up to 30' Clut-olf-Plumb. 1-1/4" 51 1-3/8* 22.9' (9.11 10'(3 ni D.C.max. Tolerandas para D/50 max (32 mi 1.5-m (35 mm) (7.0 m) Fuera-de-Plomajda. 1-1/2" 6 1-1/2" 25.0' 30'(9.11 B'(2.4 i o.c.max. (38 mi 1.8 m (38 mm) (7.6 m) 45'(13.7 1 1-314" 7' - CONSTRUCTION LOADING 5 2.1 m 1 (45 mi 11 1 45'(13.7 m)- Pizmmml 6'(1.8 1 o.c.max. CARGA DE CONSTRUCCION 8' ?33.3' 60'(18.3 1 1 (S) DO NOT proceed with construction until all lateral N 601(18.3 m)- 4'(1.2 1 o.c.max. restraint and bracing is securely and properly in place. 80'(24.4 1 Maximum Stack Height NO proceda con la construcci6r;hasta que toclas las restrii for Material on Trusses Consult a Registered Design Professional for trusses longer than 60'(18.3 m). ciones,laterailes,y IDS arnostres estdn colocados en forma Material Height Consulte a un Professional Registracto de Disefio para trusses mis apropiada y seg-. de 60 pies. (S) DO NOT exceed maximum stack heights.Refer to BCSI-84*** Gypsum Board 12*(305 Tom) See BCSI-li for TCTLR options. for more information. Plywood or OSB 16"(406 mm) Vea el BCSI-B2***pi las opciones de TCTLR. NO exceda las alturas mhximas de mori Vea el resumen Asphalt Shingles 2 bundles SCSZ-B4***para mis informaci6n. Refer to BCSI-B3***for AT Concrete Block 81 mmi 3able End Frame restr�int/bracing/ Clay Tile �inforcement informat < 34 tiles high tion. ara informaci6n sobre restrico6ril TCTLR :!!�J:%�R 1 rriostrelrefuerzo para Armazones astiales vea el resumen illi 10,,or> (S) NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. Note:Ground bracing not shown for clarity. Truss attachment NUNC4 apile los manternates cerca de un pica,a Centro de la 1i en Repeat diagonal braces for each set of 4 trusses. required at support!) cantilevers o ateros. Repill Jos arTisotres diagonales,para cada grui de 4 trusses. Section A-A (S) DO NOT overload small groups or single trusses. WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS NO scitirecargue pequefios grupos o trusses individuales. LATERAL RESTRAINT&DIAGONAL BRACING ARE Place loads over as many trusses as possible. /ERY IMPORTANT Coloque las cargas sobre tantos trusses como sea posible. LA REsTmadiN LATERAL Y EL ARRZOSTRE DIAGONAL Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. IZON MUY ZMPORTANTES! Diagonal Cli splice rem forcement ALTERATIONS-ALTERACIONES bracing Truss Member 2x-C R EmPtefer to BCSI-BS.*** Truss bracing not shown for Clardy. Vea ef resumen BCS1-Ji*** Web members DO NOT cut,alter,or drill any structural member of a truss unless X specifically permitted by the truss design drawing. NO Corte,aftere o perfbre ning6r;miembro estructural de un tri del dii A a menos que Este especificamente permitido en el dibuio ED del truss. cho S Minimum 2'2x-Scab block centered over splice.Attach ETT03M Trusses that have been overloaded during construction or altered without the Truss Man- Diagonal braces to CLR with minimum B-1 Bid ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. every 10 truss spaces (0.1354.5")nails each side 20'(6.1 m)max. of splice or as speciffied by the Trusses que se han sobrecargado durante la construccicin o han sido alterados sin la autor- 10'(3 m)-15'(4.6 mi max. Building Designer. lzacicin previa del Fabricante de Trusses,pueden hacer nulo y sin efecto la garantia limitada del Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses. chord lateral restraint not shown for clarity. t component manufacturer for more information or Consult a Registered Design PrUfasslonal for assistance. 3)BOTTOM CHORD-CUERDA INFERIOR Truss To view ahneon-printing PDF of this document,visit stiondustry.comi Lateral Restraints-2x4x12'or Member NOTE:The truss manufacturer and truss designer rely on the presumption that the contractor and cmw operator(if applicable)am greater lapped over two trusses profiessiomis with the capability to undertake the work they have agreed to do on any given project.If the contractor clieves it needs assistance in Some aspect of the construction project,it should seek assistance from a competent party.The methods and procedures or CLR splice reinforce- Note:Some chord outlined in this document am intended to ensure that the-rail construction techniques employed will put the trusses into place SAFELY, Them recommandat,ons for handling,installing,restraining and bracing trusses am based upon the collective enen,,rxe of reading ment. and web members personnel involved with truss design,manufacture and installation,but must,due to the nature of msponsibilities involved,be presented Bottom not shown for only as a GUIDE for use by a qualified building designer or contractor It is not intended that them recommendations be interpreted as chords 7 clarity. superior to"'building desi design specificabon for handling,installing,restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraming/bracing;and providing stability for the walls,columns,ficors,roofs and all the interrelated Structural building components as determined by the Contractor Thus,SBCA and TPI expressly disclaim any responsibility for damages arising from the use,application,or reliance on the recommendations and information contained herein. Diagonal braces every 10 ISBC truss spaces 20'(6.1 m)max. WOOD TRUSS COLWSL TRUSS PLATE INSTITUTE 6300 Enterprise Lane-Madison,WI 53719 218 N.Lee St.,Ste.312-Alexandria,VA 22314 10'(3 m)-IS'(4.6 m)max. 608/274-4849-sbandustry.con, 703/683-1010-tpinst.org 0 1 US A A A I AL AL At a - 6 0 - 0 . 0 a I - 2 . 0 L,VA ul 4 111 0 110[evil 0 192:19.1irr"lle Ct 11:1 PTNTI MUM 9949. STEPS TO SE17ING TRUSSES I RESTRAINT I&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LAS MEDIDAS DE LA INSTALAC16N DE LOS TRUSSES IOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10'(3 na)or Diagonal bracing Repeat diagonal bracing 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Z 0=1 Refer to 15'(4.6 111)-* every 15 truss spaces 30' trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-87***for more (9 1 fill max bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. <4 it trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Vea el resumen SCSI-B7**- below).7)Repeat process with groups of four trusses until all trusses are set. para m6s informacii 1)Instate los arnostres de verra.2)Instate el prinnerc,truss y ate segratankente at arriostre de I I I trena.3)Instate los prdximos 4 trusses con restriccicin lateral temporal de mlembro corto(vea Apply diagonal brace to vertical abajo).4)Instate el arnostre diagonal de la cuerda superior(vea abajo).5)Instate arriostre webs at end of cantilever and at diagonal parrar los planos de los miembros,seciandarricis para estabifice los primeros cinco trusses bearing locations. All lateral restraints (vea abi 6)Instate la restrii lateral temporal y arnostre diagonal pi la cuerda inferior lapped at least two trusses. (vea abajo).7)Repita dste procedinriento en grupos,de cuatro trusses hastar que todos IDS trusses estdn instalados. chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords V707M Refer to SCSI-82***for more information. "'(4.6 m)o.c.for 42 chords. 0 vea el res&men BCSI-B2***parra mis inforlyracii INSTALLING - INSTALACION RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES Tolerances for Out-of-Plane. Out-of-Plumb Max.Bow Truss Length REsTRicur6NIARRICISTRE PARA TODOS PLANOS DE TRUSSES Tateraincias parar Fuera-de-Plano. 1 3/4' 12.5' This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Length Max.Bow i D(ft.) (19 mi (3.8 m) (PCTs).See top of next column for temporary restraint and bracing of PC-1 - ------- ---- --- 1/4" 1 1 7/8' 14.6' M'�� (6 mi (0.3 m) (22 mi (4.5 m) Este m6todo de restricidi y arnostre es para todo trusses excepto trusses de cuerdas paralelas Be, L a n g�"�� 112" 2' 1. 167 (PC7s)3x2 y 4x2.Vea la parte superior de la columnar para la restaccidn y arnostre temporal de PCTi% Max.Be. (113 mm) (0.6 m) (25 mi (5.1 ri 1)TOP CHORD-CUERDA SUPERIOR Q 3/4* 3' 1-1/8" 18.8' Length-U Plum (19 mm) (0.9 m) (29 mm) (5.7 m) Top Chord Temporary Lateral Restraint(TCTLR)Spacing me 4" 1-1/4" 20.8' Tol rancesfor (251irm) (1.2 )1 Espaciamiento del Annicstre Temporal de la Cuerda Superior Clue (32 mm) (6.3 m) Up to 30' t-of-Plumb. 1-1/4" 51 1-3/8" 22.9' 10'(3 m)o.c.max. Tolerancias partial max (32 mm) (1.5 m) (35 from) (7.0 m) (9.1 M) Fuera-de-Plomaida. 1-1/2" 6' 1-1/2" 25.0' 30'(9.1 m)- 8'(2.4 m)o.c.max. (38 mm) (1.8 m) (38 ni (7.6 m) 45'(13.7 m 1-3/4" 7' 1-314" 292 CONSTRUCTION LOADING 2.1 m 45 mum .9 m 45'(13.7 m)- PLTIml 6'(1.8 m)o.c.max. CARGA DE CONSTRUCCION 2:81 2' a:33.3' 60 51 mm ?.2.4 m 51 mm 10.1 m) 60'(18.3 m)- (S) DO NOT proceed with construction until all lateral 4'(1.2 m)o.c.max. restraint and bracing is securely and properly in place. Maximum Stack Height 80'(24.4 ri* I for NO proceda con la construccicin hastal que todas las resi Material on Trusses -Consult a Registered Design Professional for trusses longer than 60'(18.3 m). clones lateralles y los arnostres est6n colocadds en forma Material Height Consulne a un Professional Registrado de Disefio para trusses mis aprol y segurai. de 60 pies. (S) DO NOT exceed maximum stack heights.Refer to SCSI-B4*** ypsum Board 12"(305 firm) See BCSI-B2***for TCTLR options. for more information. lyvood or OSB 16"(406 mm) Vea et BCSI-B2***para las olociones,de TCTLR. NO exceda las alturas miximas de monji Vea el resurnen 2 bundles CMRefer to BCSI-B3***for A BCSI-ii paral mis informai Gable End Frame restraint/bracing/ A reinforcement information. <45 ..- 10"i Para inforinard6n sobre restrico6n/ TCTLR Ill amostrelrefuerzo pi Armazones, )*-A 1 Hai vear el resumen BCST-B 10"or (S) NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. Note:Ground bracing not shown for clarity. 4;ef NUNCA apile los,matenales cercial de un pica,a centro de la luz,en Truss attachment I cantilevers o aleros. Repeat diagonal braces for each set of 4 trusses. required at suppor4m Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A-A (S) DO NOT overload small groups or single trusses. 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS NO sobrecargue pequeii grupos o trusses individuales. EM LATERAL RESTRAINT&DIAGONAL BRACING ARE Place loads over as many trusses as possible. VERY IMPORTANT Coloque las cargas sobre tantos trusses como sea posible. Position loads over load bearing walls. &A RESTRZCCZON LATERAL Y EL ARRZOSTRE DIAGONAL Coloque las cargars,sobre las paredes soportantes. SON MUY ZMPORTANTES! Diagon CLR soloce reinforcement ALTERATIONS-ALTERACIONES bracing 2x -IM Refer to BCSI-85.*** ,, Truss Member CUR VVIO Truss bracing not shown for clarity. Web members Z Vea el resumen t9CSI_B5.*** - - - - I DO NOT cut,at er,or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO corte,attere o perfore nini miembro estructural de un truss, as A a menos,que esii especificamente permiddo en el dii del d'seho + del truss. B om ch rds Minimum 2'2x Scab block centered over!Tplice.Attach ETT03M Trusses that have been overloaded during construction or altered without the Truss Man- Diagonal braces to CIA with minimum 8-16d ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. every 10 truss spaces (0.135x3.5")nails each side 2(1 m)max. of splice or as specified by the Trusses que se han sobrecargado durante la construccidin o han sido alteradds sin la autor- 10'(3 m)-15'(4.6 m)max. Building Designer. izacicin previa del Fabricante de Trusses,pueden hacer malo y sin efecto la garantfa limitardia del Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses. chord lateral restraint not shown for clarity. Contact the component manufacturer for more infonmation orconsult a Registered Design Professional for assistance. 3)BOTTOM CHORD-CUERDA INFERIOR Truss To view a non-printing PDF ofthis document,visit sbocindus".com/bl. Lateral Restraints-2x4xl2'or Member NOTE:The trussufacturer and truss designer rely on the presumption that the contractor and crairs,operator(if apipficalbic)are greater lapped over two trusses professionals with the capability to undertake the work they have agreed to do on any given project.If the contractor believes it needs assistance in some aspect of the construction project,it should seek assistance from a competent party.The methods and procedures -rall construction techniques employed will put the trusses into place SAFELY. or CLR splice reinforce- Note:Some chord outlined in this document are intended to ensure that the d bracing trusses are based upon the collective experience of leading ment. and web members These recommendations for handling,installing,restraining an rcsponsitbilitie�involved,be presented personnel involved with trus design,mmuracture and installation,but must,due to the nature of ed that these recommendations be interpreted as Bottom not shown for only as a GUIDE for use by sa qualified building designer or contractor.it is not intend chords clarity. '�P,,rior to the building designer's design specification for handling,installing,restraining and bracing trusses and it does net preclude the use of other equivalent methods for restraining/bracing and providing stability for the walls,columns,ficom,=is and all the interrelated structural building components as determined by the contrai Thus,Sack and TPI expressly disclaim any responsibility for damages arising ft=the use,application,or reliance on the recommendations arid information contained herein. rsBc- Diagonal braces every 10 truss spaces 20'(6.1 m)max. TRUSS PLATE INSTITUTE 6300 Enterprise Lane-Madison,Wl 53719 218 N.Lee St.,Ste.312-Alexandria,VA 22314 Ill m)-15'(4.6 m)max. 608/274-4849-slocindustry,com 703/683-1010-tpinst.org - I I�'In. ffg,Tl- , ;fff: J�JZ# A T AFA[AN If if YJ i WR ktil &414U 1 ill-77 I'LzjW !1 all Riverside Homes Site Information Atlantic Beach Country Club 152 Duval FILE COPY Structural Engineer of Record Michael G. Kozlowski 4745 Sutton Park Court,Suite fb5. 608J9 A FPY Jacksonville, FL 32224 APEX, TECHNOLOGYi WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category 11 (Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v14.00.00O This Package inIcudes 52 truss designs with individual date of design NO JOB ID TRSID DATE NO JOB ID TIRSID DATE NO I JOB ID --TTRS ID 1 ABCC152 F01 3/18/2015 31 ABCC152 ill 3/18/2015 2 ABCC152 F02 3/18/2015 32 ABCC152 J12 3/18/2015 3 ABCC152 F03 3/18/"015 33 ABCC152 T01 3/18/2015 4 ABCC152 F03A 3/18/2019 34 ABCC152 TOIA 3/18/2015 5 ABCC152 F04 3/18/2015 35 ABCC152 T02 3/18/2015 6 ABCC152 F05 3/18/2015 36 ABCC152 T03 3/18/2015 7 ABCC152 F07 3/18/2015 37 ABCC152 T04 3/18/2015 8 ABCC152 F08 3/18/2015 38 ABCC152 T05 3/18/2015 9 ABCC152 FG02 3/18/2015 39 ABCC152 T06 3/18/2015 10 ABCC152 FG03 3/18/2015 40 ABCC152 T07 3/18/2015 11 ABCC152 FGE0l 3/18/2015 41 ABCC152 T08 3/18/2015 12 ABCC152 FGE02 3/18/2015 42 ABCC152 T09 3/18/2015 13 ABCC152 FGE03 3/18/2015 43 ABCC152 T10 3/18/2015 14 ABCC152 FS01 3/18/2015 44 ABCC152 Tll 3/18/2015 15 ABCC152 Frl 3/18/2015 45 ABCC152 T12 3/18/2015 16 ABCC152 FT2 3/18/2015 46 ABCC152 T13 3/18/2015 17 ABCC152 FT3 3/18/2015 47 ABCC152 T14 / 8/2015 18 ABCC152 HJ01 3/18/2015 48 ABCC152 T15 3/18/2015 19 ABCC152 HJ02 3/18/2015 49 ABCC152 T16 3/18/2015 20 ABCC152 HJ03 3/18/2015 50 ABCC152 T17 3/18/2015 21 ABCC152 Jol 3/18/2015 51 ABCC152 T18 3/18/2015 22 ABCC152 J02 3/18/2015 52 ABCC152 T19 3/18/2015 23 ABCC152 J03 3/18/2015 24 ABCC152 J04 3/18/2015 25 ABCC152 J05 3/18/2015 26 -ABCC152 J06 3/18/2015 27 ABCC152 J07 3/18/2015 28 ABCC152 J08 3/18/2015 29 ABCC152 J09 3/18/2015 %'i,'%%% KO_74 30 ABCC152 J10 3/18/2015 011 0 6 39 Apex Technology Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-4745 ok Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 Lij Z The seal on this index sheet indicates acceptance of professional engneering responsibility solely for the Truss Design Drawings listed above _ 1 1. 1 TE 01: and attached.The suitability and use of each drawingfor any particuair building is the responsibility of the Building Designer,per ANSI/TPI 1- 2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61GI5-23.002(2)and 161G15- 0 R �P 31.003 of the Florida Board of Professional Engjneers '4 Michael Kozlowski P.E. 60839 Job#ABCC1 52 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 69.35 0.00 3 121.59 63.00 6 07'00"00 J12 EJACK 3.00/12 Pitch 1 -Ply 1 230.31 64.00 2 97.68 0.00 3 170.91 88.00 1 29"10"00 T01 HIPS 7.00/12 Pitch 1 -Ply 1 2708.11 551.00 2 2761.71 555.00 1 29"10"00 T01A HIPS 7.00/12 Pitch 1 -Ply 1 2580.16 540.00 2 2580.16 540.00 2 29'10"00 T02 HIPS 7.00/12 Pitch 1 -Ply 1 1070.70 499.00 2 1071.17 499.00 2 31'04"00 T03 HIPS 7.00/12 Pitch 1 -Ply 1 1045.07 290.00 2 1257.67 271.00 3 -452.89 157.00 2 31'04"00 T04 HIPS 7.00/12 Pitch 1 -Ply 1 1197.11 305.00 2 1197.40 305.00 2 31'04"00 T05 COMN 7.00/12 Pitch 1 -Ply 1 1110.89 301.00 2 1133.62 300.00 1 16"10"08 T06 HIPM 5.00/12 Pitch 1 -Ply 1 1262.55 381.00 1451.40 460.00 1 16'10"08 T07 HIPM 5.00/12 Pitch 1 -Ply 1 552.57 156.00 2 547.11 191.00 1 16"10"08 T08 HIPM 5.00/12 Pitch 1 -Ply 1 552.57 148.00 2 547.11 198.00 1 16'10"08 T09 HIPM 5.00/12 Pitch 1 -Ply 1 582.05 71.00 2 637.64 150.00 1 16'10"08 T10 HIPM 5.00/12 Pitch 1 -Ply 1 567.71 60.00 2 631.98 140.00 6 16'10"08 T11 MONO 5.00/12 Pitch 1 -Ply 1 552.57 51.00 2 547.11 130.00 1 16'10"08 T12 COMN 5.00/12 Pitch 1 -Ply 1 552.59 52.00 2 548.54 124.00 2 31'10"00 T13 COMN 5.00/12 Pitch 1 -Ply 1 1125.34 131.00 2 1125.80 131.00 1 31"10"00 T14 COMN 5.00/12 Pitch I -Ply 1 1112.32 133.00 2 1095.48 133.00 1 31'10"00 T15 COMN 5.00/12 Pitch 1 -Ply 1 1037-24 324.00 2 1037.24 324.00 1 31"10"00 T16 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 325.00 2 1037.24 325.00 1 31'10"00 T17 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 327.00 2 1037-23 327.00 1 31"1 U'DO T18 COMN 5.00/12 Pitch 2-Ply 1 2682.72 830.00 2 2682.72 830.00 2 1 V1 1"00 T19 COMN 3.00/12 Pitch 1 -Ply 1 816.99 216.00 2 1233.36 322.00 Page 2 of 3 M T m .. c) -n co --A M m �o ()I -,a Cl) C/) N) co 7- X K C:o K 0 > z m > -u -M z >< C) M b -i �o -U Z m �u > -0 C) M� m --j �u 0 0 c 0 -j X m M >z z >0>� c Z o < n �p m o K L�o > m z Cl) m �o m < m 00 M�I- M�— C/) m 0 m C) m > z Q Cl) >0 C -u 0 C/) x > 0 �>Z� 0 m � X E�: 0 Z co W 0 M�-Z 0 m m ca > E�2,02 x C-) o On --i x X �Q- M >1 >�M>o -n 0 (-) > C/) z 0 �Omo> 0 0 m m z C-) -i r O� o 0 0 — 0 C 20 Kz, 00 -u m �o �a �: m m o c Fn z �Q OM ;o Ic M �a -0 0 0 0 C: G)-> 10 L m Cl) D > z > r- 0 w < w > C/) 0 K > 0 M M >m -n m - 0 Z 0 --1 m m m M 00 0 m 2:* --1 0 m G) G) 0 �o > --q m c -n m C :E m C) C/) Z 0 — C/) m C/) (0 0 C �o Cf) T rn C) m m > .M 00 Cl) > �j z it: :-j P> -4 U) r- �a �o cf) > C: m 0 MM r- m — M -j Z Z C) > m CD G) U) 0 ;OX p 0 U) co 0� m > C/) -n X C/) ,m r-i m m C) > I m x 0 m I z 1 C3 W x > m m 0 c) M -<P U) -u m C/) 00 X M �a X F= m m 0 20 1 G) C/) m > 0 — U) C) c z z mz 0 < C: 0 C/) �o x 00 z 0 G) m 0 Z --i m M> C 0 0 z M 0 0 > M s m Z z --4 �o < z > ox E;6 C) Fn Cl) m > > > o z > > -1 -0 C) --i E�: C) 0 -r� - x 0 0 z >0 !2-- z ou 0 z X 9 X (.n z m z 0 c 00 C) z Ul C/) U) Z 0 0 0 > m M C/) > 0 z z m C �o 00 0 2 < Z Mz > 0 z 0 m m m �u --Io 0 C > c m m 0 �u r- -n 9:) :r c C: C/) --A Cl) > U) r- — �a -0 om 0 --1 m 00 * co Cl) M r- m M > Z> 2 OX S;IW cf) 0 > > (-) o z m I C/) Cl) -2 wm- -V p LP,m m g > m 0 Q 7, C: > 2 zom�'p z > Cl) O� >> 00 ol LTI m -- T, X > 0 > m z-L U) - m z < z > m m 0 0 F X>X> Z > �o x Z. g> c m Fn a) G) - -i -i i�: 0 Z, m m 0 63 C)M cn 51 > 0 x MV MX > T *Z :r�mm m m M:1 x C) m 0 m C) 0 C) F- m �M�c "�/ > z >, X < M M Z, =i C/) C/) m > m C) z 0 0 M -i x m 10 x z ,0 co 2 C/) �2 co 0 os mm c z Cl) M z r- -n 0 z C �a 0 0 w C/) C/) c m� cn > z Fn -u -u > C/) m Z �2 > m m cl) U) m z M C: C) x M m -u co 0 0 2 0 < C) U) 0 EZ M C13 -11 C) 7 �;-) C > z > m > C/) M C/) �0 m 0 -1 — �: — MZ U) z M ug X< cl) 0 0 c m m r M r m z m Cf) T -< �u :� �u m z T -i m CO > 0', > T C:) 0 'm 2 z 0 �o 0 cu 3-� m �o 0 G) Mxn 0 T m m 5E> > M 0 Z>Gl' M CD z m 71 > 22?wm 8. w Z C M m ,z z m L)a 6 G) �u m 0 1� c C/) > M C) Q z m o Zc� 'o cn 0 00 > z 0 ��! 0 m C/) z 0 w 0 M Q c 00 z m ZzZ! M �u m cn 0 z 0 M C)M c x m x m 0 -n m C) m -n Cl) 0 0 �o m 0 0 -Ti x C/) > > > -n > CD r m m z M M 0 --A m z 0 m 0 > �o �b C) > M C) c F- z 0 C/) z r- 0 �a > cn m z F- m 0 F- > M Z �o 9 �a --i > C) m z -j -0 Z 0 m M M 0 n m cn �o m M o L> 0 ;u x T- > > m CD m m z C/) > > �2 c') -i m Co Z m r— G) 0 m X M > > z �o > Z z C) ::� m C) > m Cl) m 0 0 0 z z C) 0 m -n G) m U) Cf) 2:T m X m 10 l:r >z �p 00 z Q z z o m 20 z > 0 z HIP GIRDER REFER TO PLACEMENT PLAN m x > FOR NO OF PLIES o m z 0 > JACK m x m> 0 z 0 m 65 > < C) JACK >0 > z 0 m c/) 00 m z m c mm JAC ol I 0> z, 'o ------- z� c- c- c- c- n > > 0� > C) C) 0 C) 71, ;7\ o z > o C M x c- �o C/) cl) o G) -F > > 1: m 0 -n i�: 0 0 M m 4�1 ct) M co c� > C/) m o o c) m z c) X 0 x< c c) X 0 0 o C/) M 0 U) U) Z Z c/) 0 z o 0 C.) M Z 0 > -Tj Z 0 S m m 0 �u m m c)- C) C m (') m :< z -- C-) I m > 00 0 > L> > > m 0 m cf) c c/) w ---4 �o - cl) -n > 0 E�: 0 @ r- > r- -j > -< 0 0 0 0 c/) 0 c) 0 0 X 0 -u m rc-,) M M po �� o �u po M Z -d po > c z m 0 0 T co M o �o 0 0 F �6 X 0 --j c/) m c- > c > 0 G) 0 > c/) m m m o M z 00 Z G) 0. z z 0 20 N) > 0> -n x x K CD >m > -rl --i 0 C/) z m 2:* z 0 m m .0 Z N) cf) C/) m CO M -< > T co 0> Cl) 'M co XX > ol 0 0 ,m m n m C) M IM I z 0 ,0 z 0 m z ol '0 c >< G) > >G) -< Cf) z M:E cn x 0 m c 1- 0 > c M M C0 0 x > m sa C) z G)> C) 4�- ,0 10 m > x Z z I Z 0 0 0 Cl) 00 M z m M M On 0> z 1 0 0 n > z �! :E x 0 Z > 71 0 > m I C z WT w G z cf) )t m Cl) > N 0 A > x --j N C) 0 E: P m 0 M z Ct) X< I, C) m n m > 0 T- 0 z z 1, �o 0, 0 C� -n co 0 C 0 A- C) Aj CD cu .0 �u > C) E:: 0 m z 0 < m m > G) C) < CD > > m m X I --i m c: > z p cl) U) 00 cn --j CE z Q --� M REFER TO GABLE END 11 - (g) — 0 z 00 z BRACING DETAIL < a) > ZO 6 F F 20 ro m m z 0> XK >M V 0 z* z m 0 A m > w x m C G) o z I c M ,m --- 'A < m 0 x X ol < ,m co M m() x m 0 z P -4 0 0 0 > X >0 C/) 4��, m� cn -i Z m M2 U) m o �o x p z c r1i Cf. cf) z m> m C), 0 316 U cn U z m Fr 0 X > > cf) 66 cn L- 0 Q, U) > m z ,Q > >0 m > z X 0,0 0 C-) z x 0 0 (-) r- N m 0 < a: m > 0 4 -n > 'o c/) -iN3 i�: r- m z 0 r- 0 c m w m m E� z 0 > 00 0 z> z I z X c c <0 N.) w cn z cn 0 J) 0� z z 'o Ic zo Z -A > c) 'o ,c: M M A ,-I 0(j) m G)t z M 0 FTJ -u cf) < �u M C-) C c m C/) > 0 > W M 0 C/) m Z 03 X< m > m -T, I� r- -< (j) C-)— m F 0 < r- C-)m > m 0 :r- --i m Z — C) m z" - E�:— 0 0 < -n 0, C) 0 7) --� cn c U) c > cf) 0 > 0 r- x m z N) C) > 00 z 7: m -1 0 C-) 0 0- �o 0 z c -u 0 G) C/) c Z x co E: c-,l) -u C) C cn 0 Z > C 0 cn < cf) U) > m 0 0 E: rm- cf) T, co c z r ;u cn NI 0 M M > -r� Z -n 00 m c 0 r- 0 M 0 0 �u �o cl) C-) c cl) cn cf) m �a < > U) Z M 0 c .0 m c > c/) c/) ABCC152 Ply:1 SEQN:17260 T36 SY42 Key Largo A 1 Qty: 1 FROW DRW F01 Wgt:33.6 lbs 03/18/15 11"8 2'4"12 1114X8 1114X5 5X5 A B C --L G �r N F'2,,,f� 10'1"2 11 1 L___J P 1112X4 —5X7 1113X3 F E D 1'1"8 2'8"12 3'10"4 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL 40.00 Wind Std: NA Pg:NA Ct:NA CAT,NA PP Deflection in loc Udefl L/# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce NA VERT(LL): 0.044 F 343 121 E 3754 /3.5 BCLL: 0�00 Enclosure:NA Lu:NA Cs NA VERT(TQ: 0.099 F 153 121 D -815 BCDL 5.00 Category:NA Snow Duration NA HORZ(LL):-0.026 A - - E Min Brg Width Req= 1.7 Des Ld 55.00 EXP:NA HORZ(TL):-0.059 A D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA It Code I Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI 0.911 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: O�343 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist NA Rep Factors Used:No Max Web CSI: 0.486 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:INA ft FT/RT:12(0)110(0) Mfg Specified Camber A-B 1426 0 B-C 1426 0 1:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE Maximum Bot Chord Forces Per Ply(Ibs) i VIEW Ve,:14.03.01G.0123.00 Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-815#MAX.(See Max F-E 0 -12 E-D 0 0 Top chord 4x2 SID M-30 Reactions table above)from a non-wind load rase Bot chord 4x2 SP#2 requires uplift connection. Maximum Web Forces Per Ply(lbs) Webs 4x2 SID#3 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is 1/30/2013 by ALSC 1-8-0. F-A 75 0 B-E 0 -1340 G-F 0 -100 E-C 0 -1644 Special Loads A-E 0 -2313 C-D 832 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.12 to 100 plf at 3.85 BC-From 10 plf at 0 00 to 10 plf at 3.85 TC-1952 lb Conc.Load at 0.12 TC- 890 lb Conc.Load at 2.00 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 012 3.85 BC 46 0.00 3.85 Apply purfins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end veffical(s)to next end vertical using(3)cty,1 Od box or(0.1 28"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904�821,5200 rAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN-17447 T56 SY42 Key Largo A 1 Qty: 3 FROM DRW F03 Wgt 109.2 lbs, 03/18115 11"8 2'6" 17'8 (TYP) A B D —E F H I —3X4 =—!in 3X3 R4[1 11 --4X4 J 4 OIL Q �0 r 1 1 O'l"2 3X8 --4X5 4X8 P 0 IN M L K --4X8 '1"8 17'5"8 187'— Loading Criteria(pso Wind Criteria Snow Criteria(Pg.Flf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std NA Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf NA Ce NA VERT(LL): 0.153 E 999 360 0 2045 /3.5 BCLL: 0.00 Enclosure NA Lu:NA Cs:NA VERT(TL): 0.300 E 682 273 K 921 /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 L - - 0 Min Brq Width Req= 1.5 Des Ld 55.00 EXP:NA HORZ(TL): 0,044 L K Min J�Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&K Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.426 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.512 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSIL 0.597 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 685 0 E-F 0 -2385 1:NA GCpi:NA Plate Type(s): B-C 685 0 F-G 0 -2385 Wind Duration NA WAVE VIEW Ver:14.03.01 G.0122.23 C-D 0-1966 G-H 0 -925 Lumber End Vertical Attachment D-E 0-1966 H-1 0 -925 Value Set:13B(Effective 6/1/20113) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.1128"xYmin)gun nails Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. P-0 3 0 M-L 1874 0 Lumber value set"l 3B"uses design values approved Additional Notes O-N 1043 -257 L-K 0 -1 1130/2013 by ALSC +2x6 continuous strongback.See detail N-M 2392 0 Special Loads STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.-l.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC-From 100 pit at 0.12 to 100 plf at 18.46 Truss must be installed as shown with top chord up. BC-From 10 plf at 0.00 to 10 plf at 18.58 The overall height of this truss excluding overhang is P-A 0 -23 E-M 153 -8 TC- 914 1 b Conc.Load at 0.12 1-8-0. Q-P 0 -11 F-M 0 -251 A-0 0 -1151 M-G 597 0 Plating Notes B-0 0 -263 G-L 0 -1107 All plates are 2X4 except as noted. O-C 0 1616 H-L 0 -235 C-N 1142 0 L-1 1254 0 Plate Shift Table D-N 0 255 1-K 0 -869 JT Plate Lateral Chord JT Plate Lateral Chord N-E 0 -561 K-J 0 -50 No Size Shift Bite No Size Shift Bite [11] 3X4 2,25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 000 18.21 BC 120 -0,12 18.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904�8211�5200 !rAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 Ply SEQN:17258/T 19 SY42 �DRW Key Largo Al FROM F04 WQtyt 1195 2 lb 03/18/15 8' R'T�2 16'5"4 8' T1 0"8 2'6" (TYP) —3X3 IA4 RX E 00— RX8 III.5X4 3 ZX4 �X8 IIIPX4 "_ 0 00 4010'1"2 8 11123(4 3X8 =-4X4[l N M L K 3X8 1112X4 — 16'5"4 Loading Criteria(psfl Wind Criteria Snow Criteria(Pg,Ff in PSF) Defl/CS1 Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: INA mph of NA Ce INA VERT(LL): 0.165 K 999 360 N 905 1- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.259 K 751 258 1 890 BCDL: 5.00 Category:NA Snow Duration NA HORZ(LL)- 0.026 1 - - IN Min Brg Width Req= 1,5 Des Ld: 55.00 EXP NA qMZ(TL): 0.041 1 1 Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI 0.246 Load Duration 1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.449 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:INA Rep Factors Used:Yes Max Web CSI: 0.447 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a*NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2076 1:NA GCpi:INA Plate Type(s): B-C 0-2049 F-G 0 -2076 Wind Duration:INA WAVE VIEWVer:14.03.01G.0123.00 C-D 0-2049 G-H 0 0 Lumber Additional Notes D-E 0 -2347 Value Set:138(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 recommendations. Chords Tens Comp. Chords Tens. Comp. Webs 42 SP#3 Truss must be installed as shown with top chord up. N-M 1244 0 K-J 2347 0 Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is M-L 2346 0 J-1 1295 0 1/30/2013 by ALSC 1-8-0. L-K 2347 0 Plate Shift Table Maximum Web Forces Per Ply(Ibs) Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [14) 4X4 1.25 R 1.25 O-N 0 -10 K-E 126 -120 A-N 0 -1D6 E-J 31 -462 Purlins N-B 0 1462 F-J 0 -273 In lieu of structural panels or rigid ceiling use purlins B-M 940 0 J-G 911 0 to laterally brace chords as follows C-M 0 -274 G-1 0 -1502 Chord Spacing(in oc) Start(ft) End(ft) M-D 11 -4B3 H-1 0 -107 TC 24 0.13 16.31 D-L 133 -113 BC 120 0.13 16.31 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS1 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek 8 Murray UK-IM-77M PE No 60839 PE No.58544 PE No,71457 ABCC152 Ply:1 SEQN 17399/T55 SY42 Key Largo A 1 Qtyi 6 FROM DRW' F07 Wgt:105.0 1 lbs, 03/18/15 8' 91 18'5"8 1 1, 8' 9'5"8 2'6" (TYP) F AX4 IISX4 3661 1111 X4 3X3 1119X4 —R8[131 JX4 1112 JX8 T P 90 3A 1112X4 --3X' 3 3X8 4X5 0 N M L K 3X8 18'5"8 A Loading Criteria(psf) Wind Criteria Snow Criteria(pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf NA Ce:NA VERT(LL): 0.246 E 888 360 0 1017 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.385 E 567 291 j 1001 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 J - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.058 J J Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.291 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.565 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CS1. 0.547 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2923 1:NA GCpi:NA Plate Type(s)i B-C 0 -2408 F-G 0 -2450 Wind Duration*NA WAVE VIEWVer 14.03.OIG.0122.23 C-D 0 -2408 G-H 0 -2450 Lumber Additional Notes D-E 0 -2924 H-1 0 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp Bot chord 4x2 SP M-30 recommendations. Webs 42 SP#3 Truss must be installed as shown with top chord up. O-N 1424 0 L-K 2905 0 Lumber value set"'1313"uses design values approved The overall height of this truss excluding overhang is N-M 2922 0 K-J 1486 0 1/30/2013 by ALSC 1-8-0� M-L 2924 0 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite 6] 3X3 1�25 R 1.25 [13] 3X8 4.25 R 1�25 P-0 0 -10 E-L 54 -138 A-0 0 -106 L-F 329 -237 Purlins 0-B 0 -1674 F-K 0 -530 In lieu of structural panels or rigid ceiling use purlins 8-N 1148 0 G-K 0 -247 to laterally brace chords as follows: C-N 0 -2T7 K-H 1125 0 Chord Spacing(in oc) Start(ft) End(ft) N-D 0 -728 H-J 0 -1724 TC 24 0.13 18.33 D-M 126 -67 1-1 0 -107 BC 120 0.13 18.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)cty.10d box or(0.1 28"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC152 Ply:2 SEQN:17264/T17/FLAT Key Largo At Qty: 1 FROM DRW: FG02 Wgt:204.4 Ibs 03/18/15 1'6" 3'8"l 5 6'1"9 711 10,11, 1 12' 1 14'1"l 5 167' 1'6" 2715 2'4"l 1 1'97 27' 1 vi 1 2'1"l 5 2'51 --4X8[61 3X4[1] --4X8[81 1112X4 1112X4 8X8 -=4X8 --4X8[24] A B C D E F G H r-1 r-1 i I T 11 90 W1 W1 W1 L-J 10'1"2 1112X4[2�19�-3X8[41 E�zE4X8[7] --4X8[9] --4v M(�2) 3X8[211 -4X8[231 J S Q P 0 N L K H051 0 1114X5 15'5"8 1 1'0"8 2'2"15 1 2'4"l 1 1 10" 2 T8 1 2'0111 2'4"5 1 11101113 1'0"8' 3'37 5'8"l 6, 1'1"4 1C'3"12 12'3"13 14'8"3 167' �-I I�. -' Loading Criteria(psfi Wind Criteria Snow Criteria(Pg,Ff in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R U /Rw /Rh /RL /W TCDL' 10.00 Speed: NA mph Pf NA Ce:NA VERT(LL): 0.192 F 955 240 R 5729 /3.5 BCLL: 0.00 Enclosure:NA Lu NA Cs NA VERT(TL): 0.319 F 575 183 J 4633 /3.5 BCDL: 5�00 Category:NA Snow Duration:NA HORZ(LL): 0.043 J - - R Min Brq Width Req= 3.0 Des Ld- 55�00 EXP*NA HORZ(TL): 0.072 J J Min-'7F§-Width Req= 2.4 NCBCLL 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings R&J Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI 0.400 Load Duration 1.00 BCDL:NA psf TPI Std 2007 Max BC CSI 0.831 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.847 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 869 0 E-F 0 -5985 1:NA GCpi:NA Plate Type(s): B-C 544 -1881 F-G 0 -5907 Wind Duration:NA WAVE,HS VIEW Ver 14.03.01G.0123.00 C-D 184 -4500 G-H 0 -5050 Lumber Plate Shift Table D-E 0 -5856 H-1 0 -2839 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Top chord 2x6 SP SS Dense No Size Shift Bite No Size Shift Bite Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30:B2 2x4 SP M-31: Ill 3X4 2.75 R 1.25 12] 2X4 S 2.50 Chords Tens.Comp. Chords Tens. Comp. Webs 2x6 SP#2 14] 3X8 S 1.25 16] 4X8 S 1.25 W2,W8,W1 1,Wl 3 2x4 SP#3 17] 4X8 S 1.25 18] 4X8 S 1.25 S-R 0 -8 N-M 5985 0 W4,W6,W1 5 2x4 SP#2: 191 4X8 S 1.25 [21] 3X8 3.50 L 1�25 R-Q 0 -1418 M-L 5417 0 [231 4X8 3.25 L 1.25 [24] 4X8 325 R 1,25 Q-P 2513 -473 L-K 3502 0 Lumber value set '1313"uses design values approved P-0 4953 -132 K-J 45 0 1/30/2013 by ALSC Purlins O-N 4953 -132 Nailinote In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"xY,min.nails Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. Top Chord:2 Rows @ 4.50"o.c.(Each Row) TC 24 -0.13 16.46 Bot Chord:1 Row @12.00"o.c. BC 120 -0.13 16.46 A-S 223 0 N-E 0 T79 Webs :1 Row @ 4"o.c. Apply purlins to any chords above or below fillers A-R 0-1376 F-M 84 4B3 Use equal spacing between rows and stagger nails at 24"OC unless shown otherwise above. R-B 0 -1902 M-G 725 -106 in each row to avoid splitting. The TC of this truss shall be braced with attached B-Q 2583 0 G-L 12 -1098 Special Loads spans at 24"OC in lieu of structural sheathing. Q-C 0 -1890 L-H 1877 0 C-P 2390 0 H-K 0 -1981 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Additional Notes P-D 0 1355 K-1 3344 0 TC-From 100 plf at 0.00 to 100 plf at 4.00 TC-From 50 plf at 4.00 to 50 off at 16.58 Truss must be installed as shown with top chord up. D-N 1270 0 1-J 0 2272 BC-From 10 off at 0,00 to 10 plf at 4,00 The overall height of this truss excluding overhang is BC-From 5 off at 4�00 to 5 pif at 1658 1-8-0, TC-1850 lb Conc.Load at 0.00 TC- 552 lb Conc.Load at 4.00 TC-1001 lb Conc.Load at 6.00,8.00,10.00,1ZOO 14�00,1 5,83 Plating Notes All plates are 3X8 except as noted NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek 8 Murray PE No 60839 PE No.58544 PE No 71457 ABCC152 Ply:1 SEQN:17388/T9/SY42 Key Largo A 1 Qty: 1 FROM: DRW: FGE01 Wgt:84 0 lb / 03/18/15 17-8 17-8 1'2"8 1'2"8 17-8 !- 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 A B C D E F G H i K L Z M 00 101"2 y 1112X4 X W V U T S R Q P 0 14'11" 14'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 L 999 360 y* 108 /- I- /179 BCLL 0.00 Enclosure:NA Lu NA Cs:NA VERT(TL): 0.001 L 999 240 y Min Brg Width Req BCDL: 5.00 Category:NA Snow Duration NA HORZ(LQ: 0.000 B - - Bearing Y is a rigid surface. Des Ld: 55.00 EXP:NA RMZ(TL): 0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI 0.190 Chords Tens.Comp. Chords Tens. Comp. Load Duration*1.00 BCDL:NA psf TPI Std 2007 Max BC CSI: 0.033 A-B 0 0 G-H 0 0 Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used Yes Max Web CSI: 0.032 B-C 0 0 H-1 0 0 C&C Dist a NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 1-1 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration NA WAVE VIEW Ver:14.03.01 G.01 22.23 E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 Value Set:13B(Effective 6/11/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 1-8-0. Webs 4x2 SP#3 Y-X 0 0 S-R 0 0 Lumber value set"13B"uses design values approved X-W 0 0 R-Q 0 0 1/30/2013 by ALSC W-V 0 0 0-P 0 0 V-U 0 0 P-0 0 0 Bracing U-T 0 0 O-N 0 0 Sheathing is required for any long itudi nal(d rag)forces. T-S 0 0 All connections to be designed by the building designer. Maximum Web Forces Per Ply(lbs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens Comp. Plating Notes Z-Y 0 -9 L-N 0 -50 All plates are 1X3 except as noted. A-Y 0 -56 N-M 0 -9 Purlins Maximum Gable Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Gables Tens Comp. Gables Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) B-X 0 -146 G-S 0 -133 TC 24 0.25 14,67 C-W 0 -131 H-R 0 -133 BC 120 0.25 14.67 D-V 0 -134 1-Q 0 -133 Apply purlins to any chords above or below fillers E-U 0 -133 J-P 0 -133 at 24"OC unless shown otherwise above. F-T 0 -133 K-0 0 -138 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904�821�5200 eAPIEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN:17449/T41/SY42 Key Largo At Qty: 1 FROW DRW: FGE02 Wgt:105.0 1 lbs, Page 2 of 2 / ... 03118/15 F-AB 0 -134 M-U 0 -134 G-AA 0 -133 N-T 0 -131 H-Y 0 -133 O-S 0 -146 NOTES: 1,This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC152 SEQN:17494 T46 SY42 Key Largo A 1 FROM. DRW: FS01 bs 03/18/15 III1X3 3X3 A B f 11 10.1"2 X3 Illix 1'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLIL 40.00 Wind Std: NA Pg:NA Ct:NA CAT:INA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL 10.00 Speed: NA mph Pf:NA Ce*NA VERT(LL): 0.001 B 999 160 D* 110 /35 /42 20.0 BCUL: 0.00 Enclosure:NA Lu NA Cs:NA VERT(TL): 0.001 B 999 160 D Min Brg Width Req BCDL* '5�00 Category:INA Snow Duration*NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi. Des Ld - 55.00 EXP:NA HORZ(TL): 0.001 B NCBCLL: 10.00 Mean Height:INA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.378 Chords Tens.Comp. Load Duration*1.00 BCDL:INA psf TPI Std: 2007 Max BC CSI 0.091 A-B 0 0 Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.019 C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Lumber Wind Duration*INA WAVE VIEW Ver:14.0 D-C 0 0 Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Top chord 42 SP#3 Webs Tens.Comp. Webs Tens. Comp. Bot chord 42 SID#3 Webs 4x2 SP#3 A-D 55 -83 B-C 55 -83 Lumber value set"l 3B"uses design values approved D-B 0 0 1130/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 0�00 1.67 BC 20 0.00 1.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 35 BRG.LOC(FT): 0.00 O�00 Truss designed for 130.00 mph wind,15.00 ft mean height with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Enclosed building(SBC) Provide for complete drainage of roof. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0, NOTES: I.This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904,821,5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No 71457 ABCC152 Ply: 1 SEQN 17414 T1 3/SPEC Key Largo Al Qty: 2 FROM- DRW FT2 Wgt:63.0 Itis 03/18/15 651 10'6"8 515,11 5'17 1'4"8 12 1114X4 D 3 IZ ----3X4[51 B 1115X5[13] 5X7 E Cl) /f--Ll I 2X4(Bl) 90 A 6"3 L-i 101"2 3Xa 111AX5W I d1i 3X4 55" 5'2"4 1 1'312 1 5'5" 10'74 1 11,11,, A Loading Criteria(psf) Wind Criteria Snow Criteria(pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct NA CAT:NA PIP Deflection in loc L/defl L/# Loc R U IRw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:INA Cei NA VERT(LL): 0.057 H 999 240 A 559 64 /323 /- /93 /3.5 BCUL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.122 H 999 180 F 1667 115 /1437/- 1- BCDL: 5.00 Risk Category:11 Snow Duration NA HORZ(LL): 0.016 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B F!JRZ(TL): 0.035 F A Min Erg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Bearing A Fcperp=565psi. Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.453 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.652 Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used Yes Max Web CSI: 0.958 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): -- A-B 152-1396 C-E 114 -1799 Wind Duration 1.60 WAVE VIEW Ver:14.03.01 G.01 2100 B-D 313 -109 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. A-H 318 -144 G-F 8 -1 Bot chord 2x4 SP#2 Additional Notes 1 1 Webs 2x4 SP#3 H-G 1724 - 09 Lumber value set '1 3B"uses design valuesapproved The overall height of this truss excluding overhang is 1/30/2013 by ALSC 3-1-11. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-H 260 0 C-G 137 -1765 TC-From 54 plf at 0.00 to 54 plf at 10,54 B-C 144 -1253 G-E 2514 -158 TC-From 54 plf at 10.54 to 54 plf at 11.92 H-C 151 -987 E-F 111 -1639 BC-From 10 plf at 0.00 to 10 plf at 11.92 C-D 100-1577 TC-1458 lb Conc.Load at 10.54 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 151 3X4 S 1.25 (11] 4X5 2.75 R 1�50 [13] 5X5 1.75 R 2�25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0�00 11.92 BC 120 0.15 11.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instrudions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904,821�5200 rap P A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No�58544 PE No.71457 ABCC152 Ply:1 SEQNi 17277 T1 2/HIP_ Key Largo Al Qty: 4 FROM: DRW: HJ01 Wgt:51.8 lbs ... 03/18/15 0::i 4'9"4 8 2� C 26TA 12 4,95 3X4 495 0 31X3 HB 4'9"4 C J 3X3 -Wai 1" 2�1 - F E D 112X4 4'9"4 3X4 4'10"2 4'9"4 97'15 41 :'9 9 1.9 Loading Criteria fips� Wind Criteria Snow Criteria(Pg,Flf in PSF) Defi/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L1# Loc R U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LL): 0.011 F 999 240 G 353 42 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 F 999 180 D 370 /31 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.003 C - - C 92 /30 /1.5 Des Ld* 32.00 EXP:C HORZ(TL):-0.006 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.77 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 D Min Brg Width Req= - Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.672 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0 550 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 377 Bearing G Fcperp=565psi. C&C Dist a:3.00 ft FT/RTi 30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s)i Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver,14.03.01 G.01 23.00 Lumber A-B 71 -534 B-C 35 -76 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 G-F 11 0 E-D 0 0 Lumber value set 1313"uses design values approved F-E 475 -69 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 9.84 A-G 47 -341 F-B 136 0 BC-From 2 plf at 0.00 to 2 pit at 9.84 A-F 490 -65 B-E 83 -572 TC- 56 1 b Conc.Load at 1.52 TC- 169 lb Conc.Load at 4.35 TC- 281 lb Conc.Load at 7.18 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4�35 BC- 150 lb Conc.Load at 718 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.84 BC 118 0.00 9,84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 5-5-12. NOTES: 1,This drawing is not sufficient alone for installation, Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904�821 5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 Ply:11 SEQN:17376/T4/HIP Key Largo A 1 Qty: 2 FROM- DRW HJ03 Wgt 3 3.6 lb, 03/18/15 9 1119 I- 8'6"l 3 9110,11 8 8'6"13 1'3"4 12 2.12 C 3X4 B 12'0"8 2X41(Al) -F 6 1 10'1"2 3X4 D 9710 7 97'10 911 V9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICS1 Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PIP Deflection in loc LJdefl U# Loc R 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce.NA VERT(LL): 0.025 D 999 240 A 302 /67 /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs NA VERT(TL): 0.051 D 999 180 D 746 /221 /1.5 BCDL: .-5.00 Risk Category:11 Snow Duration:NA HORZ(LQ: 0.014 D - - C -334 /- /123 /1.5 Des Ld:�Mbo EXP:C HORZ(TL): 0.029 D Wind 4z;AEtns based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Erg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI 0.743 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std 2007 Max BC CSI: 0.518 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.329 Bearing A Fcperp=565psi. C&C Dist a 3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration 1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 Chords Tens.Comp. Chords Tens Comp, Lumber Additional Notes - A-B 180 -501 B-C 21 -59 Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-334#MAX.(See Max Top chord 2x4 SP M-30 Reactions table above)from a non-wind load case Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30 requires uplift connection. Chords Tens.Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-D 476 -166 Lumber value set"l 313"uses design values approved 2-2-14. 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 289 -764 TC-From 2 pIf at 0.00 to 2 pIf at 9�84 BC-From 2 pff at 0.00 to 2 pff at 9.84 TC- 42 lb Conc Load at 1�52 TC- 144 lb Conc.Load at 4,35 TC- 243 lb Conc.Load at 7.18 BC- 24 lb Conc.Load at 1.52 BC- 82 lb Conc.Load at 4�35 BC- 139 lb Conc.Load at 7.18 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Start(ft) Endfft) TC 24 0,00 9�84 BC 115 0.15 9.74 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821,5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No 71457 ABCC152 SEQN:17268/T67/JACK Key Largo At bs FROM: .D.RW:/ 03/18/15 J02 12 B 7 -,:__V3'9"14 H12X4 A HB 2'8"8 F-1 ILI 20'11 C 1112>�4 3' 1 3' Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,Flf in PSF) Defi/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd ASCE7-10 Pg:NA Ct:NA CAT:INA PIP Deflection in loc L/defi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 ID 99 /65 /67 /5�5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 /- /15 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-O.00O A - - B 84 /33 /39 /79 /1.5 Des Ld: 32.00 EXP-C KZ)RZ(TL):-0.000 A Wind reactions based on MWFRS NCBCLL: 1&00 Mean Height:23.24 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSL 0 244 C Min Brg Width Req- - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.139 B Min Brg Width Req- - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 028 Bearing D Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.0113�0123�00 - A-B 62 -42 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins A-D 94 -84 to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 0,00 100 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-2-6, NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek 8 Murray PE No 60839 PE No 58544 PE No 71457 ABCC152 Ply:1 SEQN:17272 T1 EJAC Key Largo A 1 Qty: 19 FROM. DRW* J04 Wgt:23 8 lbs ... 03118/15 B e±1_26'114 12 7 1112X4 A T -- --------V011111 IH D�21 C III 2X4111 7' 8 7' A'-8 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PIP Deflection in loc L/defl U# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf-NA Ce:NA VERT(LL): 0.000 A 999 240 D 247 105 /159 /5.5 BCLL- 0.00 Enclosure Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 113 /- /35 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 A - - B 197 /47 /91 /141 /1.5 Des Ld 32.00 EXP C — HORZ(TL):-0.001 A Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:24.41 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.899 C Min Brg Width Req= - Load Duration*1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455 B Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Disti h/2 to h Rep Factors Used:Yes Max Web CSI: 0 062 Bearing D Fcperp=565psi, C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEWVer 14.03.OIG.0123.00 Lumber Additional Notes A-B 139 -99 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 5-6-6. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 D-C 0 0 Lumber value set '1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. JT Plate Lateral Chord JT Plate Lateral Chord A-D 209 -197 No Size Shift Bite No Size Shift Bite Ill 2X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0,00 7.00 BC 84 0.00 TOO Apply purfins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check fo,20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1�This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904�821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC152 Ply:1 � SEQN-17265 T38/JACK Key Largo At City: 6 FROM: DRW JO 6 Wgt:9 8 1 bs, ... 03/18/15 12 5 B 3X4(B2) 9) A 6 1'7 10'1"2 31 1"8 31 J4.8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Ff in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lor L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 18 /51 /- 143 /5.5 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL):NA C 43 /- /16 1- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 C B 76 /45 /38 /- /1�5 - -- 'E -ris based on MWFRS Des Ld* i2.60 EXP:C HORZ(TL): 0.002 C W in d ilFcx ffo NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.326 C Min Brg Width Req- - Load Duration 1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.124 B Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEWVer 14.03.01G.0122.23 Lumber A-B 29 -71 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"l 313"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.08 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-7 NOTES: gddEmbA I This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC152 SEQN:17269 T29 EJAC Key Largo A 1 bs FROM: DRW 03/18/15 J08 B 13'3"l 12 5 3X4(B2) A T 6 1 7 10T-2 7' 7- Loading Criteria ipsf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A,Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/dell L/# Loc R U /Rw /Rh /RL /W TCDL 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LL):NA A 231 46 /118 /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- /40 /1.5 BCDL: 5�00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.013 C 8 177 /102 /88 /1.5 Des Ld: 32.00 EXP C <Z(TL): 0.025 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Erg Width Req= 1.5 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.729 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.412 B Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0 000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Types): Chords Tens.Comp. Wind Duration:1.60 WAVE V I EW Ver:14.0 3.01 G.0 122,2 3 - Lumber A-B 68 -96 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set '1 3B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0�08 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-5-7 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821,5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN:17369 T59 JACK Key Largo A 1 Qty: 4 FROM: DRW: 0 Wgt:9.8 lbs ... 03/18/15 12 3 11'0"13 2X4(Bl) A 6 1'3 (-)_l Oil"2 31 118 31 41�--8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefilICS1 Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locL/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 102 /27 /40 /26 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 41 /- /15 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 C B 72 /38 /21 /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CS] 0.176 C Min Brg Width Req- - Load Duration 1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI OA14 B Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI 0 000 Bearing A Fcperp=565psi. C&C Dist a 3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s). Ch rds Tens.Comp. Lumber Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G�01 22.23 A-B 17 -27 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"l 313"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-3-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No�58544 PE No.71457 ABCC152 Ply:1 SEQN:17373 T8 EJAC Key Largo At Qty: 6 FROM: DRW J12 Wgt:21.0 lbs ... 03/18/15 12 B E::� 12'0"13 --2X4(Bl) 10-1"2 6"3 C 71 "18 71 7 1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Flf in PSF) Defi/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L1# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce NA VERT(LL):NA A 230 64 /91 /62 /3.5 BCLLi 0.00 Enclosure:Closed Lu NA Cs:INA VERT(TL):NA C 98 /- /36 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.012 C B 171 /88 /51 /1.5 Des Ld12 0-0 EXP C HORZ(TL): 0.024 C Wind rti6tffans based on MWIFIRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req- 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0 736 C Min Brg Width Req= - 6 Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.394 Bearing A Fcperp=565psi. Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): - Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver 14.03.01G.0122�23 - A-B 41 -79 Lumber Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purfins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.15 TOO Apply purfins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-3-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200 eAP'E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No,60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN:17204 T2 HIPS Key Largo Al Qty: 1 FROM: DRW: T01A Wgt:169.4 lbs 03/18/15 L2151111 17'6"1 '�05 29'10" 5_ .5'.11 5� 7: 607 3 7' Eo6X8 =_3X4 112X4 z�6X8 B C D E 12 t 7 Zo 06X6[l] A W2 VZ all" M5X 48 h 0'3 110 5X5[181 L5[7] �IM H r4nTl K J H G 114X5[3] 2 1114X5[22] 1 6'11 l"l Yil iO_"9 176".11 5"4'_' 6'l 1"12 A A 6'l l"l 6 i2 10% 29'10" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA P?Deflectionin locL/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.201 D 999 358 M 2580 /539 / /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.386 D 927 358 G 2580 /539 / /5.5 BCDL: 5.00, Risk Category:11 Snow Duration:NA HORZ(LL): 0.051 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C I - IMZ(TL):0.098 8 M Min Brg WidthReq= 3-0 NCBCLL:10.00 Mean Height:23.81 ft Code/Mise Criteria Creep Factor:1.5 G Min Brg Width Req= 3.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.928 Bearings M&G Fcperp=565psi, Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000 Spacing:24.0 MWFRS Parallel Dist:0 to K/2 Rep Factors Used:Yes Max Web CSI: 0.719 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/l 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 744-3797 D-E 735 -4232 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0123.00 B-C 729-4204 E-F 744 -3798 Lumber Purlins C-D 734-4231 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens.-Comp. Bot chord 2x4 SP M-30 TC 24 0.00 2983 Webs 2x4 SP#3:W2,Wl 0 2x4 SP#2: BC 100 0.00 29'83 M-L 62 -28 J-1 4240 -740 Lumber value set"l 3B"uses design values approved Apply purfins to any chords above or below fillers L-K 3205 -590 I-H 3205 -590 1/30/2013 by ALSC at 24"OC unless shown otherwise above. K-J 4240 -740 H-G 62 -29 Special Loads Additional Notes Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 0.00 to 56 plf at 7.00 5-6-6. TC-From 28 plf at 7.00 to 28 plf at 22.83 A-M 556-2551 I-D 209 -652 TC-From 56 plf at 22.83 to 56 plf at 29.83 A-L 3183 -569 I-E 1439 -202 BC-From 10 plf at 0.00 to 10 plf at 7.01 B-L 131 0 E-H 132 0 BC-From 5 plf at 7.01 to 5 plf at 16.00 B-K 1418 -196 H-F 3183 -569 BC-From 5 plf at 16.00 to 5 plf at 22.82 K-C 211 -666 F-G 556 -2552 BC-From 10 plf at 22.82 to 10 plf at 29.83 C-1 8 -12 TC- 289 lb Conc.Load at 7.01,22.82 TC- 197 lb Conc.Load at 9.06,11.06,13.06,14.92 16.77,18.77,20.77 BC- 482 lb Conc.Load at 7.01,22.82 BC- 113 lb Conc.Load at 9.06,11.06,13.06,14.92 16.77,18.77,20.77 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill 6X6 2.80 L 1.75 3] 4X5 S 3.00 17] 5X5 2.25 R 1.50 8] 3X4 1.25 R 1.25 [13] 4X8 S 1.25 [181 5X5 2.25 L 1.50 [19] 6X6 2.80 R 1.75 [22] 05 S 3.00 Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flodda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.711457 ABCC152 Ply:1 SEQN:17197 T3 HIPS Key Largo A 1 Qty: 2 FROM: DRW: T03 Wgt:187.6 lbs � ... / ... 03/18/15 "8 L4'1 1 '4"8 L4' 4 ��74 73"4" 1.1 1 5 IN2�:!M N2L 49 "'6 "6 -8 2 =-4X4 C=4X4 D E 12 7 Fl- B F 12 7; B (a) (a) 1112X4 A (a) (al� G 102X4 'T H m3X4(B2) 3X8 L K J 29'7"4 107'4 5'f'12 37'�i2 107'12 1, 1 T_ _ 107'4 '7 2 29'5"8 Loading Criteria(psn Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL 20.00 Wind Std: ASCE7-110 Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.062 D 999 353 M 1045 /290 /455 /200 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.118 D 999 353 1 1258 /423 /690 1- 15.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.034 1 - - 1* -302 /423 /- /- 118.0 Des Ld: 32.00- EXP:C - HORZ(TL): 0.064 1 Wind reactions based on MWFRS - NCBCU_:10.00 Mean Height:24.98 ft Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.330 1 Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.863 1 Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.380 Bearings M,1,&I Fcperp=565psi. C&C Dist a:313 It FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03. Lumber Wind - A-B 91 -107 E-F 590 -1260 B-C 603-1290 F-G 79 -103 Value Set:13B(Effective 6/112013) Wind loads based on MWFRS with additional & C-D 571 -1051 G-H 7 -70 Top chord 2x4 SP#2 member design. D-E 569-1029 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"11 3B"uses design values approved Negative reaction(s)of-453#MAX.(See Max 1/30/2013 by ALSC Reactions table above)from a non-wind load rase Chords Tens.Comp. Chords Tens. Comp. requires uplift connection. M-L 1113 -408 K-J 1111 -319 Bracing The overall height of this truss excluding overhang is L-K 1111 -319 J-1 1035 -372 (a)Continuous lateral restraint equally spaced on 7-6-9. member- Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 3X4 except as noted. A-M 118 -145 D-J 111 -251 M-B 563-1377 J-E 340 -111 Plate Shift Table B-L 174 -122 J-F 145 -90 JT Plate Lateral Chord JT Plate Lateral Chord C-L 342 -121 F-I 550 -1343 No Size Shift Bite No Size Shift Bite L-D 122 -184 I-G 212 -235 [3] 4X5 S 2.75 [181 3X4 S 1.25 Purlins In lieu of structural panels or rigid ceiling use purfins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0.00 31.33 BC 75 0.00 31.28 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN:17193 Key Largo Al Qty: 2 FROM: V: T05 Wgt:180.6 lbs 03/18/15 14'5"B 1 4 31'4" V42 1 9T2 4X5 C D 4X4 - 12 B %5X7 7 E b TI (a) (a) 014X4[1]A Fm4X4(B2) .3X4 3A4 1112X4 K J I H G 144[3] 8'5"10 4 �11.1 �3M 8710 22'8"6 31'4" A 1�5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PS Deft/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locL/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.087 G 999 375 L 1111 1301 /475 /269 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.162 G 999 375 F 1134 /300 /498 /- /5.5 BCDL: 5.OP Risk Category:11 Snow Duration:NA HORZ(LL): 0.034 G - - Wind reactions based on MWFRS Mff1ff4Width Req= 1.5 Des Ld"wffO0 EXP:C HORZ(TL): 0.064 G L NCBCLL:10.00 Mean Height:26.14 ft Code I Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.913 Bearings L&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.487 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.13 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. - Chords Tens. Comp. GCpi:0.18 Plate Type(s): -B 586-1516 D-E 587 -1197 Wind Duration:1.60 WAVE VIEW Ver:14.03,.01G.0123.00 B-C 612-1186 E-F 667 -1768 Lumber Wind 11-D 568 -933 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#231 2x4 SP M-30: member design- Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Additional Notes L-K 311 -269 I-H 1421 -450 Webs 2x4 SP#3 Lumber value set"'!3B"uses design values approved The overall height of this truss excluding overhang is K-J 1216 -352 H-G 1421 -450 1/30/2013 by ALSC 9-10-9. J-1 933 -171 G-F 1423 -449 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-L 464 -1074 C-J 460 -274 Plate Shift Table A-K 1132 -334 D-1 315 134 JT Plate Lateral Chord JT Plate Lateral Chord K-B 155 -13 I-E 347 632 No Size Shift Bite No Size Shift Bite B-J 270 -468 E-G 257 0 11 04 2.25 L 175 [31 2X4 S 2.75 4] 3X4 1.75 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 31.33 BC 119 0.00 31.28 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation- Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 SEQN:17290/T26 HIPM Key Largo Al FROM: DRW 03/18/15 T07 91 16'110"8 91 7'10"8 =-4X8 1112X4 B C 12 5 (a) --3X4(B2) A 6"7 III 2X4 3X4 1113X4[l F E 9'1"l 2 1 10"41 6'10"8 9'1"12 1 10, 16'110"8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 F 999 240 A 553 156 /275 /132 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 F 999 201 D 547 /191 /239 /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.016 F - - Wind reactions based on MWFRS 'PdAZ(TL): 0.037 F A Min Brg Width Req= 1.5 Des Ld. 32.00 EXP C NCBCU-: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.701 Bearing A Fcperp=565psi. Load Duration:1.25 BCDLi 3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 P I ate Type(s): A-B 246 -754 B-C 11 -22 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/11/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 4-3-7. A-F 600 -290 E-D 604 -2138 Bot chord 2x4 SP#2 F-E 604 -288 Webs 2x4 SP#3 Lumber value set"l 313"uses design values approved Maximum Web Forces Per Ply(lbs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing B-F 297 0 C-D 151 -226 (a)Continuous lateral restraint equally spaced on B-D 311 -654 member Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [15] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacingfin oc) Start(ft) End(ft) TC 24 0,00 16.88 BC 91 008 1&88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1,This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC152 Ply:1 SEQN 17294 T1 1/HIPM Key Largo Al Qty: 1 FROM: DRW' T09 Wgt:86.8 lb, 03/18/15 6'6" 13' 6'6" 6'6" L31 00 8 112X4 D 12 5 [:-,- 1112X4 --3X4(B2) A 1 Orl"2 M LA -'—. -A�L 3X4 -3X4 1113X4[l G F 67"l 2 6'10"8 67'12 '�4 1610"S Loading Criteria psri Wind Criteria Snow Criteria(Pg,Flf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL' 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LL): 0.052 B 999 240 A 582 71 /285 /139 /5.5 BCUL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 B 999 201 E 638 149 /270 /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.011 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.021 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.408 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.321 Spacing:24.0" Rep Factors Used:Yes Max Web CSI: 0.483 Maximum Top Chord Forces Per Ply(Ibs) MWFRS Parallel Dist:In to 2h Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber GCpi:0.18 Plate Type(s): — A-B 253 -1076 C-D 0 0 Wind Duration:1.60 WAVE VIEW Ver:14,03.01G.0122.23 B-C 355 -1055 Lumber Wind Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 611/2013) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 member design. Bot chord 2x4 SP M-31 Right end vertical not exposed to wind pressure. A-G 931 -396 F-E 317 -131 Webs 2x4 SP#3 G-F 317 -181 Lumber value set '1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-G 248 -353 C-E 320 -562 JT Plate Lateral Chord JT Plate Lateral Chord G-C 789 -276 D-E 51 -70 No Size Shift Bite No Size Shift Bite [14] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.88 BC 120 0�08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom Ahord live load in areas with 42"-high x 24"-wide clearance. dditional Notes The overall height of this truss excluding overhang is 5-11-7 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No,7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904�8211 5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No 71457 Ply:1 SEQN:17314/T16/MONO DRW: ABCC152 OM Key Largo At Qty: 6 FFROM: T11 Wgt:84.0 lbs ... 03/18/15 T510 9'2"Z 1271 16"!0"8 TY10 1.8-7 3' 4-87 1112- E 3X4 D 1 2 5 _,3X4 �&2M B 3X4(B2) A 3:7 5X5 G 10, 6'10"8 10, 16'1 T8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Flf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LL): 0.020 B 999 240 A 553 50 /283 /181 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 B 999 201 F 547 130 /311 /- I- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS HORZ(TL): 0.016 F A Vir,6N Width Req= 1.5 7� F Min Brg Width Req= - Des Ld 2(R) EXP:C NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit 2�00 TCDL:4.2 psf Bldg Code� FBC 201 ORES Max TC CSI: 0 515 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI� 0.869 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist�h to 2h Rep Factors Used:Yes Max Web CSI: 0.524 Chords Tens.Comp. Chords Tens. ComP C&C Dist a:3.00 ft FT/RT�30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 181 -870 C-D 137 -587 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 B-C 1 Z7 -624 D-E 42 -59 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/l/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-G 734 -363 G-F 373 -180 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp- Webs Tens. Comp. Plate Shift Table B-G 230 -346 D-F 269 -557 JT Plate Lateral Chord -T Plate Lateral Chord G-D 413 -137 E-F 101 -110 No Size Shift Bite No Size Shift Bite [14] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purfins to laterally brace chords as follows� Chord Spacing(in oc) Start(ft) End(ft) TC 24 0�00 16.88 BC 120 0,08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support RequiredT by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-6-11 NOTES: 1,This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904�821,5200 eAP"E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN:17318/T25/COMN Key Largo A 1 Qty:2 FROM: DRW: T13 Wgt:148.4 lbs � ... / ... 03/18/15 107"� 25'6"8 i --'.- X:;8 iTL2 5=4 1.5 1 71111 227-11 Z lu 11V 31'10. i .10.10 i -5-41 -3-8 3 3-il 5' E=4X4 12 F 5 F_- o3X4 112Xt��3X4 H 'k2X4 B 02X4 lm4X5(B2) �4X5(132)A M 1OT'2 MT m3X8[17] L K J 107"5 5*4"11 107"5 16' M 107'5 + it 221'1 31'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDefiectionin locUdefl L1# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.191 F 999 379 A 1125 1130 /461 /152 /5.5 BCLL: 0.00 Enclosure.Closed Lu:NA Cs:NA VERT(TL): 0.350 F 999 379 1 1126 /130 /461 /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C '?M2(TL):0.120 J A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.812 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:30 psf TPI Std: 2007 Max BC CSI: 0.437 Spacing:24.0 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.370 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): B 798-2287 E-F 772 -2027 Wind Duration:1.60 WAVE,HS I VIEW Ver:14.03.01 G.01 22.23 B-C 692-2014 F-G 697 -1953 %,-, 69, -1952 G-H 692 -2016 Lumber Additional Notes D-E 772-2025 H-1 798 -2288 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 7-2-1. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-L 2034 -659 K-J 1351 -338 Lumber value set"'!3B"uses design values approved L-K 1351 -338 J-1 2035 -659 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite B-L 205 -289 E-J 792 -258 [10] 3X8 S 1.25 [171 3X8 S 1.25 D-L 182 -283 J-F 182 -283 Purlins L-E 790 -258 J-H 205 -289 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows� Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 31.83 BC 120 0.08 31.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQNi 17430 T24 COMN DRW: Key Largo A 1 Qty FROM: T15 Wgt:1154.0 lbs 1 03/18/15 67'12 13' '2"4 31'10" 1581 1� 64 bf 1Z b/ 1Z 6'4"4 4X8 X4X5 C D 12 B E 3X4 3X4 A F 4X4(B2) 4X4(82) 101"2 T 'X4 4 III ZA4 3X4 3 3X8 I 2X K I H G 6'6" 6'6" 3' 2'8"4 67'12 T66" 6'6" 13' 254" 1.1 6- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LI-): 0.166 J 999 379 A 1037 323 /466 /124 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.323 J 999 379 F 1037 323 /466 /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.070 G - - Wind reactions based on MWFRS HORZ(TL): 0.136 G A MinBrgWidthReq= 1.5 Des Ld 3Z00 EXP:C F Min Brig Width Req 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Bearings A&F Fcperp 565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Codei FBC 2010 RES Max TC CSI: 0.669 Load Duration:1.25 BCDIL:3.0 psf TPI Std: 2007 Max BC CSI: 0.998 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.477 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: — GCpi:OA8 Plate Type(s)i A-B 819-2055 D-E 711 -1611 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G�01 2100 B-C 714 -1617 E-F 819 -2055 C-D 711 -1431 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Con-P Chords Tens. ComP. Bot chord 2x4 SP#2 A-K 1826 -688 I-H 1430 -494 Webs 2x4 SP#3 K-J 1825 -689 H-G 1825 -690 Lumber value set"138"uses design values approved J-1 1430 -494 G-F 1826 -688 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows K-B 169 0 H-D 313 -79 Chord Spacing(in oc) Start(ft) End(ft) B-J 226 -471 H-E 227 -475 TC 24 000 31.83 C-i 312 -63 E-G 172 0 BC 97 0.08 31.75 Apply purfins to any chords above or below fillers C-H 206 -202 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-11-7, NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS1 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 Ply:1 SEQN:17326 T2 ABCC152 Qtyl 1 FROW Key Largo A 1 Wgt:131.6 Ibs 03/18/15 T17 9' 1511 L210" 31'10" 91 6'11 91 6X8 C D 6X8 1112X4 B 12 5 F---- 3 I E�QN Y.1 S ROM.17326/�T28 CD�MN Qty 1 F DR�W. /15 03/18� �Wgtl 31.6 1�bs 5 4 E=-4X4(B2) 4X�IB2)P� :;?I - --,sl 01"2 7 L -11,ix 'Gb A�8 14" 9'1"12 H 6'10"4 68"4 9'1"12 i i-"_ 9'1"12 16' 2- A 31'10" Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria L Maximum Reactions(Ibs) Loading Criteria(pso Wind Criteria loc L/defl U# Loc R I U /Rw /Rh IRL 1W TCLL� 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PIP Deflection in TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.173 C 999 379 A 1037 326 /460 /86 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.336 C 999 379 E 1037 326 /460 /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0,058 F - - Wind reactions based on MWFRS HORZ(TL): 0.113 F A W.*Br§Width Req= 1.5 Des 147��200 EXP:C E Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Bearings A&E Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.620 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.200 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: 960 -2097 GCpi:0.18 Plate Type(s): A-B 822-1971 C-D Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.0122.23 B-C 960-2097 D-E 822 -1971 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30:T2 2x4 SP#2: A-H 1728 -671 G-F 1731 -669 Bot chord 2x4 SP#2 H-G 1731 -669 F-E 1728 -671 Webs 2x4 SP#3 Lumber value set '1313"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/3012013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins B-H 247 o G-D 507 -173 In lieu of structural panels or rigid ceiling use purfins B-G 507 -173 F-D 247 0 to laterally brace chords as followsi C-G 198 -356 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0,00 31.83 BC 88 0.08 31.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-3-7. NOTES: ing,include BCSI 1-03, 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss draw should be used in conjunction with the architectural plans during installation. 2,Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray DE No 60839 PE No.58544 PE No.71457 ABCC152 Ply:1 SEQN:17378 T5 COMN Key Largo A 1 Qty: 2 FROW DRW: T19 �Wgt 47.6 lbs ... 03/18/15 7' 7' 4-11" 12 1114X5 5X5[1 01 3 B C --4X4( 1) 31 A 6"3 101"2 =-4XW8] 1112X4[l 7'4"8 4'6"8 7'4"8 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LL): 0.095 B 999 240 A 817 215 /3.5 BCLL: 0�00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.175 B 808 180 D 1233 321 BCDL: 5.00 Risk Category:11 Snow Duration NA HORZ(LL): 0.019 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C EbRZ(Tl-)� 0.034 D A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code i Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit, 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.959 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.839 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber Chords Tens.Comp. Chords Tens. Comp. GCpi:018 Plate Type(s): A-B 540 -2158 B-C 496 -2057 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.012Z23 Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Hanger Support Required,by others Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-E 2045 -503 E-D 31 -10 Bot chord 2x4 SP#2 Wind Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values approved Right end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC Additional Notes B-E 75 0 C-D 335 -1123 Special Loads The overall height of this truss excluding overhang is E-C 2202 -529 ------(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) 2-3-1 TC-From 54 plf at 0.00 to 54 plf at 7.00 TC-From 27 plf at 7.00 to 27 plf at 11.92 BC-From 10 plf at 0 00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 11.92 TC- 60 lb Conc.Load at 7.01 TC- 171 lb Conc.Load at 9.06,11�06 BC- 844 lb Conc Load at 7�O 1 BC- 98 lb Conc.Load at 9.06,11.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 181 4X5 3.50 R 1�50 [101 5X5 1�50 R 2.00 (12] 2X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follow& Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 11.92 BC 94 015 11.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray 006mclonam- PE No.60839 PE No.58544 PE No.71457