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1355 Ocean Blvd 2013 new home CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 -5814 INSPECTION PHONE LINE 247 Application Number . . . . . 13-00002319 Date 4/17/13 Property Address . . . . . . 1355 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 265000 ---------------------------------------------------------------------------- Application desc NEW HOME ----------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLERT DESIGNS BOSCO BUILDING CONTRACTORS 465 BEACH AVENUE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc - - 275 . 00 Permit Fee . . . . 550 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 265000 Expiration Date . . 10/14/13 --------------- ------------------------------------------------------------- Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. 611 average depth required. A Right-of-Way Permit must be obtained for use of pavers in the right-of-way. A Revocable Encroachment Permit must be obtained for pavers in the right-of-way. Concrete driveway aprons, if used, must be 511 thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion PN PERMIT is 4F40NW44VVril�A9PJAKQ)E VTftfiR4PF��19IbFP&� rTj(tRA:�hm6R[�-ES AND THE FLORIDA BUILDING CODES. N CITY OF ATLANTIC BEACO 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002319 Date 4/17/13 ---------------------------------------------------------------------------- Special Notes and Comments construction. POOL - Wellpoint (if used) must discharge into vegetated area 10 , minimum from street or drainage feature (swale, structure or lagoon) . Separate permit required. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 25 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 25 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 550 . 00 550 . 00 . 00 . 00 Plan Check Total 275 . 00 275 . 00 . 00 . 00 Other Fee Total 166 . 50 166 . 50 . 00 . 00 Grand Total 991 . 50 991 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BuILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 F/V 6 3ob Address: 12) VJ — Permit N Legal Description 10- 6 AdCt Parcel #_ Floor Area ot sq.Ft. Sq.Ft Valuation of Work$26TI, ()OC$ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): &e;) Addition Alteration Repair Move Demolition p Use of existing/pro posed structure(s) (circle one): Commercial eside WL If an existing structure,is a fire sprinkler system installed? (Circle one):(["FeRio Florida Product Approval 4 FILE COP ' t For multiple products use product approval form Describe in detail the type of work to be performed: Property Owner Information: Name:L',3J!964 t�� DESN A Tdc_ Address:-///a 5' - 00�' City &4A0 ZtEC .f_�W ch\ 'StatePCZip3Va3?) Phone L/0'1 A5Y -71'y() * Vax#(Optional E-Mail or Contractor Information: ? kA Company Name:- 2? '(A;r,,cA Cojrca�CL Quali g Agenr_n� 1. Address: City.=;5c AQQ� State FY zi 0 hone 921 r ),3 ffice P �2 Job Site/Contact Nu e Fax State CertificatiWRegistration# (76C GZ Architect Name& Phone# E& bzcj6 Ar,-AjJPr4c-) 0 Engineer's Name&Phone# -_ - - 7 (1 , MIDI D Fee Simple Title Holder Name and 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 ofa permit and that all work will be performed to meet the standards ofall laws regulating construction in thisjurisdiction. This permit becomes null and void ffwork is not commenced within six(6)months, or ifconstruction or work is suspended or abandonedfor a period ofsix months at any time after r Mb i o� 01), r t rs work is commenced I understand that separate permits must be securedfor Electrica Work, Plu ing,Si ns, Wells, P ols, rnaces,Boile s, Hea e 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. flaws and ordinances governing this I here t thority to violate or cancel the ,lb certify that I have read nd examine.4 t a plication and know the same to be true and correct. Allprovisions q work will be complied ith e ted herein or not. The granting of a permit does not presume o give au provisions ofany otherfederal,state or ling construction or the peifo�mance ofconstruction. Signature of Owner Signature of Contract Print Name ............................... Print Name---7T7v_Jd !;;�.o............................................................................ Sworn to and subscribed before e Sworn to and subscribed b fore me this 161" Day of C/ this 20(i Day of im Notary Public IF WIWAM L POPE Notary Public Nota;,Wublic,StSW of Horide Notary Public,State of Floiida MY COMM440tffN01 VAV my comm.Expires Oct.19,2015 commission No.EE 128745 commission No.EE 128745 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORMA BUILD—ING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 3—19—t 3 Development Size Habitable Space 3069 5,F, Non-Habitable 9 Impervious area '�?, 5;�,% Miscellaneous Information Occupancy Group jC—3 Type of Constructiorf�� Number of Stories ;2 Zoning District 6Z 3 Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: Doc#201 W66053,OR BK 16290 Page 1384, Rliiwl S:1 NOTICF, OF COMMENCFMVNT 3 �4/2013 at 01:55 PM, Ronnie Fu I CIERK CIRCUIT COURT DUVAI Permit No. O?C fjD $10 1 00 FIL Tax Folio I�o.- TI IE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, acp�nnwith Se ti 713.13 of the Florida Statutes,the following information is provided in this NuriCE OF COMME E 2013 I.Description of prop"(legal description): k /4 a)Street(job)Address: Clceov-,i 2.General description of improvements: 3.Owner Information a)Name and address:(-r b)Name and address of fee c) Interest in property -�'ontractor Information a)Name and address..? b)Telephone No.: jo Fax No.(Opt t-3<./,A 5.Surety Information a)Name and address: b)Amount of Bond: 6.1,ender c)Telephone No.: Fax-No.(Opt.)--- a)Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Tel;phone No.: Fax No.(Opt.) 8.In addition t;himself,owner-designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: a)Name and address: b)'I'clephonc No.: Fax No.(Opt.) 9.Expiration date of Notice of—Commencement(the e—xpirsfion—date is one year from the date of recording unless a differe—nt-d- is specifted): ate WARNING TO OWNER: ANY PAVMENTS 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 PAVINGTWICE FOR IMPROVEMENTS TO YOUR PROPERTV. A NuncE OF COMMENCEMENT MUST BE RECORDED AND POsTrD ownir joB Sur BEFORE TtlF FIRST INSPECTION. IF YOU INTEND TO 0111-AIN FINANCING,CONSUYSIT)V R NDER OR AN A-1-1-ORNFV BEFORE COMMENCING,WORK OR RECORDINC YOUR NOTICF,Oj�CqVMIjN NT SIATIC OF FWXI DA COUNTY OF PINVI,IAS 10. signat=0 It-f o(Owiver's Authoriz*j Oirwdr(�e A- r ont Na The forcgoing instrument was acknowledged before me this day of L 20 by as (type of authority,e.p. 0171cer,trustee, Attor"ev in NcO for (name of pal-ty oil w1alf j)f"llon, ilistruluent was executed). Personally Known OR Produced Identification Notary Signilltire. Type of Identi fication Produced Name(print) / WILLIAM L.POPE 0 R Notary Public,State of Florida My Comm,Expires Oct.1912M5 Verification pursuant Io�;cction 92.52.5, Florida Statutes. Undcr penalties of Pqjury, I declare that I havc tead 111C the facts stated in it are true to the best of my knowIcdgc And belief'. WJWAWWL'�628745 FORMS/NOC.,�3d201 D %q,na�un-ofNmimH1 Pcrson osigriinp.(iti CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00001201 Date 4/16/13 Property Address . . . . . . 13S5 OCEAN BLVD Application type description SYSTEM DEVELOPMENT CHARGE RESIDENTIAL (S Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc water sewer tap for new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLERT DESIGNS BOSCO BUILDING CONTRACTORS 465 BEACH AVENUE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 ---------------------------------------------------------------------------- Permit UTILITIES PERMIT Additional desc . - Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/06/13 Valuation . . . . 0 Expiration Date . . 3/06/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP FEES 8894 . 00 WATER CONNECT/TAP & METER 835 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1904 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 11683 . 00 11683 . 00 . 00 . 00 Grand Total 11683 . 00 11683 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH SS PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 '41 (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 3- 1 R- 3 Project Address: 35,5 6)Ct---A*J Z/&/,o No. of Units: Commercial Residential 1,� Multi-Family_ New Water Tap(s)& Meter(s) Meter Size(s) / // New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: Zip: Phone N iber: Cell Number: Email Address- Fax: Signature: (Applicant) Application# CITY STAFF USE ONLY Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Water Meter Tap 35:00 (notes) 5-6 Sewer Tap $ L--X3 ,L)o Cross Connection — -52-), Other $ TOTAL $ , 17 S-, (3b APPROVED: (utility Director or Authorized Signature) E FEES ALL TAP REQUEST MUST BE APPROVED BY uTLITIES DEPARTMENT BEFOR CAN BE ASSESSED j _V City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) Seminole Road /5 a t antic Beach, Florida 32233-5445 311 Phone(904)247-5826 - Fax(904)247-5845 tit E-mail: building-dept@coab.us Date routed: Cityweb-site: http://www.coab.us 4 APPLICATION REVIEW AND TRACKING FORM Property Address: DepArtment review required YejV'No X&Idin g� Applicant: 0 I Fee Aaministrator Project: ,,ruMic Utili ie Public Safety 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 St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: EgApproved. FIDenied. (Circle one.) Comments: (:::BU I L D 7�IN PLANNING &ZONING Reviewed by: Date: -Q0-13 TREE ADMIN. Second Review: EJApproved as revised RDeWied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 07/27/10 0I.ILZILO POSIA9d :Aq PGMGIA@�j :sluowwoo -pq1Ua(]F_] 'PGSIAGJ Se P@AoiddV :MBIAOU PJILI_L S30IM3S 3�JIJ :Aq PGMaIAO�j Ai�ijvs on8nd s,-iiiniin onond :sjuawwoo s>i�jom on9nd .Palua(]n 'POSIA9J Se PGAoiddVn :MOIAOU PUOOOS 9DHi :aJeci —:Aq POMGIAa�j INOZ'& E)NINNV]d '---m mi—no :sluawwoo (.@uo ajoilo) -P@Iue(] -P@AoiddVpt :MOIAOU JSJIJ luoupedoo BUIMOIAOU sniVIS NOIIV:Jl-lddV :J@Ljjo 000eqo_L pue S@beJ@A@g OIIOqOOIV 10 LIOISIAI(] slueinelsa�j Pue SIGIOH 10 UOI.SIAI(] sjaauibu�j jo sdjoo AwjV jouls](]JuawaftueA JGjeAA JGAIH SUqOr 'IS uoilepodsuej_L jo -Ida(] ep!JOIJ uOiIOaIOJd 1ejUGWUOJIAUD 10 -Ida(] ep!jol:j oleo AG P0111JOA IIWJOd 10 paiinboU I!WJBd JO MOIAOU AOU061V JOLIJO jdiaooN jo MOIAatf ,-f rz?rl $ S@31AJ@S GJIJ Aja;eS oilqnd 9111 1H i n Q�JOAA oqqnd�) —7 f _�%ejIs1u1w1pv a2LL_ �ul qz U I L-2 t/ tf 7.171 :IueoilddV �? 5U!U��j ON sok ponnb9jM91AGJjua_.,.__ ._.._ _ 1p"41F :ssejppV A:pedOAd WNO=1 WmovNi aNV M31A3U NO11V311ddV sn-qeoo-Amw//:dllq :@I!s-qam Aj!3 -qeoo�DIdap-Buippq :pew-3 :palnoi ale(] sn 9t,29-LtZ(V06)xeA - 9Z9g-,Li;,Z 4,06)GuOqd 9171vs-CEZZE ep!JOIJ "VeOS 011uelIV PeO8 ajoulwas 008 (quawliedeci 6uppe aLp Aq pau6isse aq oj_) juampedea Buiplin a �138vm NO1iVO11ddV qoeag 314uellv jo Apo J VED City of Atlantic Beach MAR 15 2013 APPLICATION NUMBER "".S1 Building Department (To be assigned by the Building Department.) 800 Seminole Road i:.'.)X/ c,93 -544& 1 .'______ .5 Atlantic Beach, Florida 32233 Phone(904)247-5826 - Fax(904)247-5845 - E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property AddresS: �L4�� Z11/d Deppritmient review required Yes No JGE6_5 - Applicant: & !sdo P-Ia—�ning &Zonin T re_e Wd—M i Wnt sTr—a ro F ublic Work-D Project: 5 S W ,:-PuVic Ufiffiie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [:]Approved. nied. (Circle one.) Comments: C_ BUILDING PLANNING &ZONING Reviewed by: Date: 4 TREE ADMIN. Second Review: [JApproved as revised. ElDenifed. PUBLIC WORKS Comments: s� PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 4e�_ Date: 4 -JApproved as revis i FIRE SERVICES Third Review: F ed. [:]Den ed. Comments: Reviewed by: Date: Revised 07127110 P?7_F� IVED City of Atlantic Beach APPLICATION NUMBER 1.It Building Department MAR 15 Z013 I (To be assigned by the Building Department.) 800 Seminole Road 5 3 Atlantic Beach, Florida 32233-544 IT BY. Phone (904)247-5826 - Fax(904)247-584i�� E-mail: building-dept@coab.us Date routed: Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: DepArtment review required Yes No &I Ifi�n ar Applicant: /*Zd--7 anning §��n�in –T—ree,AOministrator Project: ub ic Work U lc� U Public Safety 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 St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: OfApproved. []Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: –��_Date: TREE ADMIN. Second Review: FlApproved as revised. F nied. ]De ?p WOR KS Comments: PUBLeIC�UTILITIES PUBLIC SAFETY Reviewed by.- Date: FIRE SERVICES Third Review: [—]Approved as revised. E]Denied. Comments: Reviewed by-.- Date: Revised 07/27/10 Page I of I EFI,L E C 0 Y 1�417 '-li7 1426 1415 0 130 210 144 124 12" 137S 137 246 -1 12" ,3 1370 so. 91070260006 0409 H LIM 1718410000 LUS im -T 1325 1313 in 0" Lm LUO 17"S M2 t"i Lw 174 1277 298 248 L2" 95ft http://maps.coj.net/output/DuvalMapsSQL—itdgism6345218289673-png 3/19/2013 Zr CD CD ITI Ln > cp C/) Ln 0 cr DD In I p uq CD CD r4 rj- Ei CD CD Ei as eD uq 0 (n R rE - .0 9:" CD cr 0 p C, 00 0 0 Ei 0 CD = 0. C) CD w vo 0.- . CD CD Z) CL CD CD 0 -2 UQ CD 50 I FIS,I CD CD 13 0 CD po ID 0 C.2 CD EL 0 C) C) o 0 0 CD �3' o C=) In CD CD C2 -9 0 P, CD p C-D, (n S. W CD 0 CD P CD CD CD Kw (.D rA CD 1= CD CD 5, 3w g CD It a 0 4 CD 0 CD -1 W o CD 0 CD CD 0 CD CD Ig UQ rA fD �-• Cly w N �-' O `O Go �l G1 cn -P W N �-' O y v G1 C.n -P W N �--` r�� 1 � r-I CD Q n O O UQ O n CD i O �z O y Uj N � M p �n �• per•: � cin � � `� C� �y � `a A: `G T� Q' �j C O N r CD ACD Y � O R C L A C Z A 1 It O G C A rr d A .-r O� A� O R O r-. A r•r A� A O A 6 � CD CrQ 0 0 o CD CD 0 " = CI. C) cr CD CD CD 0 fb 7Q CD 0 0 cr =1 CD 0 CD CD 0 CD �3 > 0 0 (7- CD a f i < I:$ CD 'C3 CD CA CD CD 0 cr 5� CD CD CD (D 0 cr 0 Q CD 0 0- CD aq 0 0 CD w 0 COD Z3 r- a CD CD (D CL 0 E3 VJ w CD w 0. zrt C) CD 'o CD CD 0 CD FILE COPY F 0 RM 405-10 �1� - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Abaco- 1355 Ocean Blvd Builder Name Bosco Custom Homes Street: 1355 Ocean Blvd Permit Office. Duval City,State,Zip Atlantic Beach,FL 32233 Permit Number. Ownev Jurisdiction: 261300 Design Location: FL,Jacksonville I New construction of existing New(From Plans) 9 Wall Types(3164.5 sqft.) Insulation Area 2 Single family or multiple family Single family a Frame -Wood,Exterior R=19.0 3164.50 ft' b N/A R= ft2 3 Number of units,if multiple family 1 c N/A R= ft2 4 Number of Bedrooms 4 d.N/A R= ft, 5 Is this a worst case? No 10.Ceding Types (1580.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1580.00 ft' 6 Conditioned floor area above grade(ft) 3067 b N/A R= ft, Conditioned floor area below grade(ft2) 0 c.N/A R= ft, 11.Ducts R ft2 7 Windows(594 1 sqft,) Description Area a.Sup:Main,Ret:Main,AH:Attic 6 313 a U-Factor: Dbl,U=0.35 594A0 ft2 SHGC- SHGC=0.35 b U-Factor: N/A ft2 112�Cooling systems kBtuthr Efficiency SHGC: a.Central Unit 52.8 SEER:13.00 c U-Factor: N/A ft2 SHGC� 13.Heating systems kBtuthr Efficiency d. U-Factor: N/A ft2 a Electric Heat Pump 52 8 HSPF:7 70 SHGC: Area Weighted Average Overhang Depth: 4.151 ft Area Weighted Average SHGC- 0350 14 Hot water systems 8. Floor Types (1584.0 scift) Insulation Area a Natural Gas Tankless Cap 1 gallons a Slab-On-Grade Edge Insulation R=0.0 1487.00 ft2 b Conservabon features EF:0,590 b Raised Floor R=19.0 97.00 ft2 None c N/A R= ft2 15.Credits Pstat Glass/Floor Area. 0 194 Total Proposed Modified Loads: 46.57 PASS Total Standard Reference Loads: 68.65 1 hereby certify that the plans and specifications covered by Review of the plans and JAE 7.4p, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code PREPAREDBY: Before construction is completed DATE- this building will be inspected for e compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes with the Florida Energy Code 00)VWVE OWNER/AGENT BUILDING OFFICIAL.- _.M DATE: DATE- __ V - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 3/13/2013 12:28 PM EnergyGauge(&USA-FlaRes2010 Section 405.4.1 Compliant Software Page I of 6 PROJECT Title: Abaco-1355 Ocean Blvd Bedrooms: 4 AddressType: StreetAddress BuildingType: User Conditioned Area: 3067 Lot# Owner: TotalStories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: BuilderName: Bosco Custom Homes Rotate Angle: 0 Street: 1355 Ocean Blvd Permit Office: Duval CrossVentilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, FamilyType: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp IntDesignTemp Heating Design DailyTemp VDesignLocation 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 3067 29136.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 3067 29136.5 Yes 5 4 1 Yes Yes Yes FLOORS V # FloorType Space Perimeter PerimeterR-Value Area JoistR-Value - Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 166 ft 0 1487 ft2 ---- 0.3 0 0.7 2 Raised Floor Main ---- ---- 97 ft2 19 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 Metal 1767 ft2 0 ft2 Medium 0.75 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(11 in) Area RBS IRCC I Full attic Vented 300 1580 ft2 N N CEILING V # CeilingType Space R-Value Area Framing Frac TrussType 1 Under Attic(Vented) Main 30 1580 ft2 0.11 Wood 3/13/2013 12:29 PM EnergyGauge@)USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt Tn Wall Type Space R-Val,le Ft In Ft In Arpq R-Vql-ip FraCtann Ahznr Grade% 1 W Exterior Frame-Wood Main 19 20 0 10 0 200.0 ft2 0 0.8 0 2 S Exterior Frame-Wood Main 19 20 0 10 0 200.0 ft2 0 0.8 0 3 S Exterior Frame-Wood Main 19 9.5 0 10 0 95.0 ft2 0 0.8 0 4 W Exterior Frame-Wood Main 19 15.7 0 10 0 157.0 ft2 0 0.8 0 5 N Exterior Frame-Wood Main 19 12 0 10 0 120.0 ft2 0 0.8 0 6 N Exterior Frame-Wood Main 19 16 0 10 0 160.0 ft2 0 0.8 0 7 N Exterior Frame-Wood Main 19 5.5 0 10 0 55.0 ft2 0 0.8 0 8 N Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft2 0 0.8 0 9 E Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft2 0 0.8 0 10 E Exterior Frame-Wood Main 19 19.5 0 10 0 195.0 ft2 0 0.8 0 11 S Exterior Frame-Wood Main 19 17.5 0 10 0 175.0 ft2 0 0.8 0 12 N Exterior Frame-Wood Main 19 12 0 9 0 108.0 ft2 0 0.8 0 13 S Exterior Frame-Wood Main 19 17.5 0 9 0 157.5 ft2 0 0.8 0 14 W Exterior Frame-Wood Main 19 19.5 0 9 0 175.5 ft2 0 0.8 0 15 N Exterior Frame-Wood Main 19 7 0 9 0 63.0 ft2 0 0.8 0 16 N Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft2 0 0.8 0 17 W Exterior Frame-Wood Main 19 11.5 0 9 0 103.5 ft2 0 0.8 0 18 S Exterior Frame-Wood Main 19 7 0 9 0 63.0 ft2 0 0.8 0 19 N Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft2 0 0.8 0 20 W Exterior Frame-Wood Main 19 3.5 0 9 0 31.5 ft2 0 0.8 0 21 N Exterior Frame-Wood Main 19 17 0 9 0 153.0 ft2 0 0.8 0 22 E Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft2 0 0.8 0 23 E Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft2 0 0.8 0 24 E Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft2 0 0.8 0 25 S Exterior Frame-Wood Main 19 17 0 9 0 153.0 ft2 0 0.8 0 26 S Exterior Frame-Wood Main 19 7.5 0 9 0 67.5 ft2 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang IV/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening 1 W 1 Vinyl Low-E Double Yes 0.35 0.35 80.0 ft2 7.5 ft 0 in 1 ft0in None None 2 S 2 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft2 1 ft0in 10ft0in None None 3 S 3 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 19 ft 0 in 1 ft 0 in None None 4 W 4 Vinyl Low-E Double Yes 0.35 0.35 39.6 ft2 1 ft 0 in 1 ft 0 in None None 5 N 5 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 1 ft0in 10ft0in None None 6 N 6 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 1 ft0in 10ft0in None None 7 N 8 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 1 ft 0 in 10ft0in None None 8 E 9 Vinyl Low-E Double Yes 0.35 0.35 40.0 ft2 6.5 ft 0 in 1 ft0in None None 9 E 10 Vinyl Low-E Double Yes 0.35 0.35 40.0 ft2 6.5 ft 0 in 1 ft 0 in None None 10 S 11 Vinyl Low-E Double Yes 0.35 0.35 12.5 ft2 1 ft 0 in 10ft0in None None 11 N 12 Vinyl Low-E Double Yes 0.35 0.35 16.5 ft2 1 ft 0 in 1 ft 0 in None None 12 S 13 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft 0 in 1 ft0in None None 13 W 14 Vinyl Low-E Double Yes 0.35 0.35 80.0 ft2 7 ft 0 in 1 ft 0 in None None 3/13/2013 12:29 PM EnergyGauge@ USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening 14 N 16 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft 0 in 1 ft 0 in None None 15 S 18 Vinyl Low-E Double Yes 0.35 0.35 6.0 ft2 19 ft 0 in 1 ft 0 in None None 16 N 19 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft 0 in 1 ft0 in None None 17 N 21 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft 0 in 1 ft 0 in None None 18 E 22 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft0in 1 ft0in None None 19 E 23 Vinyl Low-E Double Yes 0.35 0.35 9.0 ft2 1 ft0in 1 ft0in None None 20 E 24 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft0in 1 ft0in None None 21 S 25 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft0in 1 ft0in None None 22 S 26 Vinyl Low-E Double Yes 0.35 0.35 12.5 ft2 1 ft0in 1 ft0in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse BestGuess 0.000300 2413.43 132.494 249.175 0.28439 4.96992 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 A Electric Heat Pump None HSPF:7.7 29.4kBtu/hr 1 sys#1 1 B Electric Heat Pump None HSPF:7.7 23.4kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit None SEER: 13 29.4 kBtu/hr 882 cfm 0.75 1 sys#1 1 B Central Unit None SEER: 13 23.4 kBtu/hr 702 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 NaturalGas Tankless Exterior 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CMO-25 OUT QN RLF Heat Cool 1 A Main 6 300 ft2 Main 69 ft2 Default Leakage Attic cfm (Default) 1 1 1 B Main 6 313 ft2 Main 84 ft2 Default Leakage Attic cfm (Default) 1 1 3/13/2013 12:29 PM EnergyGauge@ USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Prog ramable Thermostat: Y CeilingFans: Cooling Jan H Feb Mar Apr M:y y J uu n Jul Aug S Oct Nov Dec Heating Jan Feb Mar A r M Ju Aug S:p Oct Nov Dec Venting Jan �Feb Mar Appr May Jun Jul Aug Sep Oct Nov Dec— ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/13/2013 12:29 PM EnergyGauge@ USA-FlaRes201 0 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 ADDRESS: 1355 Ocean Blvd PERMIT Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 4024 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 controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental 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. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 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. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=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 variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 3/13/2013 12:29 PM EnergyGauge@ USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* The lower the EnergyPerformance Index, the more efficient the home. 1355 Ocean Blvd, Atlantic Beach, FL, 32233- 1 New construction or existing New(From Plans) 9. Wall Types Insulation Area Z Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3164.50 ft' b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4� Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types Insulation Area 5 Is this a worst case? No a. Under Attic(Vented) R=30.0 1580.00 ft2 6. Conditioned floor area(ft') 3067 b. N/A R= ft2 7, Windows— Description Area c. N/A R= ft2 ft2 11. Ducts R ft2 a. U-Factori Dbl,U=035 594,10 a.Sup:Main, Ret�Main,AH:Attic 6 313 SHGC: SHGC=0.35 b, U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 52.8 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13 Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 52.8 HSPF:7 70 Area Weighted Average Overhang Depth: 4.151 ft Area Weighted Average SHGC: 0350 8, Floor Types Insulation Area 14. Hot water systems Cap 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1487.00 ft' a. Natural Gas EF:0.59 b.Raised Floor R=19.0 97.00 ft' c. N/A R= ft2 b Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building S7,4.,, Construction through the above energy saving features which will be installed (or exceeded) 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: 01)Wf *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@ USA-FlaRes20110 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Abaco-1355 Ocean Blvd Builder Name� Bosco Custom Homes Street: 1355 Ocean Blvd Permit Office: Duval City,State,Zip: Atlantic Beach ,FIL 32233- Permit Number: Owner: Jurisdiction: 261300 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. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. 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. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. 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. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. 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 extends behind piping and wiring. 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. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. 1 Fireplace Fireplace walls include an air barrier. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Or v� Abaco- 1355 Ocean Blvd Atlantic Beach FL 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 r86 %&"it RHVACRgsmgll�MAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FIL 32218 904-757-3569 Wednesday, March 13,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads _eN, Elite Software Development,Inc. Home Energy Services qml� Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 -Jacksonville, FL 32218 or Page 2 Project Report formation Project Title: Abaco- 1355 Ocean Blvd Atlantic Beach FL 32233 Project Date: Wednesday, March 13, 2013 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwiIliams@homebuiIdingstore.com Reference City: Jacksonville, Florida Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hurn Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 0.603 Total Building Supply CFM: 1,849 CFM Per Square ft.: Square ft. of Room Area: 3,068 Square ft. Per Ton: 781 Volume (W)of Cond. Space: 29,090 Total Heating Required Including Ventilation Air: 40,245 Btuh 40.245 MBH Total Sensible Gain: 40,643 Btuh 86 % Total Latent Gain: 6,499 Btuh 14 % Total Cooling Required Including Ventilation Air: 47,143 Btuh 3.93 Tons (Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. All C:\ ...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Jacksonville, FL 32218 16 Page 3 Miscellaneous Repod System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel,Hum Rel Hum Dry Bulb __Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 4&06 System 2 Upstairs Outdoor Outdoor Outdoor Indoor T646—&-_ Grairog Input Data Dry Bulb Wet Bulb Rel,Hum Rel.Hum ��t& Diffe�rifi ,-b Winter: 32 29,92 80% n a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs -Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. OL616deAr Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 121 CFM 121 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 29,090 Cu.ft. X 29,090 Cu.ft. 7,273 Cu.ft./hr 7,273 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 121 CFM 121 CFM Total Building Ventilation: 0 CFM 0 CFM --System 1-- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 x o.999 X 19.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(62 CFM) Summer Infiltration Specified: 0.250 AC/hr(62 CFM) ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 x o.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(59 CFM) summer Infiltration Specified: 0.250 AC/hr(59 CFM) Factor 9benadoi for%�tiim 1 Attic T e Description Location Ceiling Lea ge L_�"Typ " o.09 6 402 No 1 Sup—ly ain Attic 16B 1 Return Main Attic 16B 0 15 6 74 No ios for System 2 -1 Attic Duct Duct Surface FI.Jo T_� Desgdob,_ Locabon Ceiling Leakage Insulation Area M 1 Supply Main 'kif,c 16B 0.09 6 427 No 1 Return Main Attic 16B 0 15 6 79 No C:\ ...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Home Energy Services norm ,_Jacksonville, FL 32218 Page 4 Load Preview Report Net Rec ft.2 Sen Lat Not Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss Htg Cig Act Size CFIVI CFIVI CFIVI ui Idi ng 3.93 4.52 679 3,068 40,643 6,499 47,143 40,245 814 1,849 1,849 System 1 2.20 2.52 591 1,488 2Z659 3,763 26,422 23,764 481 1,031 1,031 1205 Duct Latent 740 740 Zone 1 1,488 22,659 3,023 25,682 23,764 481 1,031 1,031 1205 I-Great Room 410 8,016 1,289 9�305 6248 126 365 365 4-6 2-Office 173 5,519 454 5973 5,387 109 251 251 3-5 3-Dining 248 795 195 990 2,117 43 36 36 1-4 4-Bath 4 63 0 0 0 0 0 0 0 0-0 5-Br 4 WIC 28 168 67 235 6T7 14 8 8 1-4 6-Bedroom 4 225 2,957 366 3�323 4,295 87 135 135 2-5 7-Nichen 341 5205 652 5,857 5,041 102 237 237 3-5 System 2 1.73 2.00 791 1,580 17,984 2,736 20,720 16,481 333 818 818 10x16 DuctLatent 802 802 Zone 1 1,580 17,984 1,934 19,918 16,481 333 818 818 10x16 8-Loft 162 '1,032 139 1,171 1200 24 47 47 1-4 9-Master Bedroom 374 5,319 427 5,746 4,404 89 242 242 3-5 10-M WIC 154 578 81 659 656 13 26 26 1-4 II-Master Bath 195 1,612 306 1,918 2,127 43 73 73 1-5 12-M Water Closet 18 553 98 651 733 15 25 25 1-4 13-Bedroom 2 255 3,661 369 4,030 2�912 59 167 167 2-5 14-Bath 2 48 117 0 117 84 2 5 5 1-4 15-Balh 3 40 753 58 811 542 11 34 34 1-4 16-Bedroom 3 255 3,726 369 4,095 3,077 62 170 170 2-5 17-Laundry 79 633 87 720 746 15 29 29 1-4 CA...\Abaco-1 3550ceanBiv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Abaco-1355 Ocean Blvd Atlantic Beach FL 322 Home Energy Services 'A' iJacksonville, FL 32218 Pag,!n LDuct Size Preview I Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg A ct. Duct Duct Name Velocity Velocity Factor L/1 00 Loss Velocity Length Flow Flow Flow Size System I Supply Runouts Zone 1 0.1 464.4 126 M� 365 4-6 1-Great Room 450 750 0 2-Off ice 450 750 0 0.1 613.8 log 251 3-5 3-Dining 450 750 0 0.1 414.4 43 36 1-4 4-Bath 4 450 750 0 0.1 0 0 0 0-0 5-Br 4 WrC 450 750 0 0.1 87.4 14 8 1-4 6-Bedroom 4 450 750 0 0.1 493.3 87 135 2-5 7-Kitchen 450 750 0 0.1 578.9 102 237 3-5 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 824.7 481 =1 1,031 1Z(15 System 2 Supply Runouts Zone 1 450 750 0 0.1 538.2 24=1 47 1-4 8-1-oft 9-Master Bedroom 450 750 0 0.1 591.6 89 242 3-5 10-MWIC 450 750 0 0.1 301.4 13 26 1-4 1 I-Master Bath 450 750 0 0.1 537.8 43 73 1-5 12-M Water Closet 450 750 0 0.1 288.2 15 25 1-4 13-Bedroom 2 450 750 0 0.1 610.8 59 167 2-5 14-Bath 2 450 750 0 0.1 61 2 5 1-4 15-Bath 3 450 750 0 0.1 392.6 11 34 1-4 16-Bedroom 3 450 750 0 0.1 621.6 62 170 2-5 17-Laundry 450 750 0 0.1 330.1 15 29 1-4 Other Ducts in System 2 650 900 0 0.1 736.4 333 818 l0xl6, Supply Main Trunk Summary System 1 Heating Flaw: 481 Cooling Flow. 1031 System 2 Heating Flow: 333 Cooling Flow. 818 Wednesday, March 13, 2013, 12:57 PM CA ...\Abaco-1 3550ceanBIv.rhv Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Home Energy Services Page 6 _Jacksonville, FL 32218 Total uilding Summary Loads Area Sen Lat Sen Total Quan Loss Gain Gain Gain 5,860 5,860 1 OD-f: Glazing-French door,double pane low-e glass(e 240 3,192 0 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 4A-6-o: Glazing-Double pane low-e(e =0.20 or less), 354.1 4,711 0 7,925 7,925 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 0 3,743 3,743 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2570.4 6,641 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1596.7 1,941 0 2,759 2,759 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 166 8,566 0 0 0 22A-ph: Floor-Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy moist soil 20P-1 9: Floor-Over open crawl space or garage, Passive, 80 152 0 56 56 R-19 blanket insulation, any cover Subtotals for structure: 25,203 0 20,343 20,343 People: 5 1,000 1,150 2,150 Equipment: 0 5,350 5,350 Lighting: 0 0 Ductwork: 9,979 1,542 9,580 11,122 Infiltration: Winter CFM: 121, Summer CFM: 121 5,063 3,957 2,531 6,488 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 1,690 1,690 Total-Building Load Totals: 40,245 6,499 40,643 47,143 eo:k�Fu ren Total Building Supply CFM: 1,849 CFM Per Square ft.: 0.603 Square ft. of Room Area: 3,068 Square ft. Per Ton: 781 Volume (ft3)of Cond. Space: 29,090 Wilding Loads__�,' � Total Heating Required Including Ventilation Air: 40,245 Btuh 40.245 MBH Total Sensible Gain: 40,643 Btuh 86 % Total Latent Gain: 6,499 Btuh 14 % risible+ Latent) Total Cooling Required Including Ventilation Air: 47,143 Btuh 3.93 Tons(Based On Se Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:58 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Ac Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Jacksonville, FL 32218 QW Page 7 Building Pie Chart Infiltration 13% Floor 22% Building Roof 5% Ductwork 25% Loss 40,245 Btuh Wall 17% Glass 20% Floor 0% Roof 6% AED Excursion 4% Wall 8% Infiltration 14% Building Gain 47,143 Btuh Glass 29% Ductwork 24% People 5% Equipment 11% CA...\Abaco-1 3550ceanB1v.rhv Wednesday, March 13, 2013, 12:58 PM [Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. lHorne Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 LJacksonville, FL 32218 Page 8 �System I Room Load Summary jjff'r-'Tffq-"" Min Run Run CIg CIg Min Act A Sens Htg Duct Duct Sens Lat CIg Sys Room rea Btuh CFM Size Vel Btuh Btuh CFM CFM No Name SIF —Zone 1--- 1 Great Room 410 6,248 126 4-6 464 8,016 1,289 365 365 2 Office 173 5,387 109 3-5 614 5,519 454 251 251 3 Dining 248 2,117 43 1-4 414 795 195 36 36 4 Bath 4 63 0 0 0-0 0 0 0 0 0 5 Br 4 WIC 28 677 14 1-4 87 168 67 8 8 6 Bedroom 4 225 4,295 87 2-5 493 2,957 366 135 135 7 Kitchen 341 5,041 102 3-5 579 5,205 652 237 237 Duct Latent 740 System 1 total 1,488 23,764 481 22,659 3,763 1,031 1,031 System 1 Main Trunk Size: 12x15 in. Velocity: 825 ft./min Loss per 100 ft.: 0.105 in.wg �Wstem Sumnlo Cooling Sensible/Latent Sensible Late o ns Split Btuh 15 n 3,763 26,422 2.20 Net Required: 86% / 14% 22,659 Actual: 2.45 75%/25% 22,050 7,350 29,400 Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA031****A CH13NA031****A Indoor Model: FF1 ENP030 Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 30000 29400 Sensible Capacity: n/a 22,050 Btuh Latent Capacity: n/a 7,350 Btuh AHRI Reference No.: n/a 5389854 C:\...\Abaco-13550ceanBIv.rhv Wednesday, March 13, 2013, 12:58 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Home Energy Services 16 Page 9 Jacksonville, FL 32218 System 2 Room Load Summary Min Act FiRb Min Run Run CIg CIg Sys Room Area Sens Htg Duct Duct Sens Lat CIg I. No Name SIF Btuh CFM Size Vel Btuh- Btuh CFM CFM ---Zone 1--- 8 Loft 162 1,200 24 1-4 538 1,032 139 47 47 9 Master Bedroom 374 4,404 89 3-5 592 5,319 427 242 242 10 M WIC 154 656 13 14 301 578 81 26 26 11 Master Bath 195 2,127 43 1-5 538 1,612 306 73 73 12 M Water Closet 18 733 15 1-4 288 553 98 25 25 13 Bedroom 2 255 2,912 59 2-5 611 3,661 369 167 167 14 Bath 2 48 84 2 1-4 61 117 0 5 5 15 Bath 3 40 542 11 1-4 393 753 58 34 34 16 Bedroom 3 255 3,077 62 2-5 622 3,726 369 170 170 17 Laundry 79 746 15 1-4 330 633 87 29 29 Duct Latent 802 System 2 total 1,580 16,481 333 17,984 2,736 818 818 System 2 Main Trunk Size: 10x16 in. Velocity: 736 ft./min Loss per 100 ft.: 0.093 in.wg lit uh Net Required: 1.73 87%/ 13% 17,984 2,736 20,720 Actual: 1.95 75%/25% 17,550 5,850 23,400 Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump CH13NA024****A Model: CH13NA024****A FB4CNF024 Indoor Model: Brand: 13 SEER PURON HP 13 SEER PURON HP Air Source Heat Pump Description: Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: 23400 Capacity: 22000 17,550 Btuh Sensible Capacity: n/a Latent Capacity: n/a 5,850 Btuh AHRI Reference No.: n/a 5211580 Wednesday, March 13, 2013, 12:58 PM C:\ ...\Abaco-1 3550ceanBIv.rhv I BOSCO Site Information 1355 Ocean Blvd,Atlantic Be i9XVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH Structural Engineer of Recor SEE PERMITS FOR ADDITIONAL GEOFFREY GARTNER REQUIREMENTS AND CONDITIONS. PE NO 59238 REVIEWED BY DATE: PEX 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 15 psf Enclosed Structure(0.18) BCLL 10 psf"—" Pr�L 00 psf Exposure C BCDL 05 p4f 06L 05 psf Occupancy Category 11(Res) FILE COPY FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inicudes 56 truss designs with individual date of design JOB ID ITRSIJ DATE -- I D NO JOB ID TRS ID DATE NO JOB ID TRSID DATE LNo I ABACO F01 2/25/2013 29 ABACO J01A 2/25/2013 2 ABACO F03 2/25/2013 30 ABACO J02 2/25/2013 3 ABACO F04 2/25/2013 31 ABACO J02A 2/25/2013 4 ABACO F05 2/25/2013 32 ABACO J03 2/25/2013 5 ABACO F05A 2/25/2013 33 ABACO J03A 2/25/2013 6 ABACO F06 2/25/2013 34 ABACO J04 2/25/2013 7 ABACO F07 2/25/2013 35 ABACO J05 2/25/2013 8 ABACO F08 2/25/2013 36 ABACO J07 2/25/2013 9 ABACO F09 2/25/2013 37 ABACO J08 2/25/2013 F 2/25/2013 10 ABACO F10 2/25/2013 38 ABACO J09 lit 11 ABACO F11 2/25/2013 39 ABACO J10 2/25/2013 0 12 ABACO F12 2/25/2013 40 ABACO TOI 2/25/2013 11 C1 13 ABACO F13 2/25/2013 41 ABACO T01A 2/25/2013 14 ABACO F14 2/25/2013 42 ABACO T02 2/25/2013 15 ABACO FG1 2/25/2013 43 ABACO T03 2/25/2013 C z lit 16 ABACO FG2 2/25/2013 44 ABACO T04 2/25/2013 .0 E 'g i te, 17 ABACO FG3 2/25/2013 45 ABACO T05 2/25/2013 a z 19 P 18 ABACO FG4 2/25/2013 46 ABACO T05A 2/25/2013 9 1, X SIN (0 ZZ Celt 1� 19 ABACO FG5 2/25/2013 47 ABACO T06 2/25/2013 Lo X. C4 20 ABACO FGE1 2/25/2013 48 ABACO T06A 2/25/2013 13 0 Diaol", 21 ABACO FGE2 2/25/2013 49 ABACO T07 2/25/2013 22 ABACO FGE3 2/25/2013 50 ABACO T07A 2/25/2013 23 ABACO Hj0j 2/25/2013 51 ABACO T08 2/25/2013 24 ABACO HJ101A 2/25/2013 52 ABACO T08A 5/2013 25 ABACO HJ02 2/25/2013 53 ABACO T09 2/25/2013 26 ABACO HJ03 2/25/2013 54 ABACO TIO 2/25/2013 27 ABACO HJ04 2/25/2013 M U Ric? 104 0 28 ABAC -101 2/25/2013 0 4 Apex Technology a :cc=- C Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. LLJ Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FIL 32224 (904)821-5200 Pj �vr - The seal on this index sheet indicates acceptance of professional engineering responsibility solely 10 for the Truss Design Drawings listed above and attached. The suitability and use of each drawing .0 for 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 thatthis serves as an index sheet in Derek B.Murray�%% conformance with Rule 61G15-23.002(2)and 611315-31.003 ofthe Florida Board of Professional PE No.71457 9noonoom 2/25/2013 Job#ABACO BEARING INFORMATION CITY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 823.73 0.00 8 19'04"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 1064.69 0.00 2 1049.58 0.00 1 19'04"00 F05A SY42 0.00/12 Pitch 1 -Ply 1 1017.93 0.00 2 1083.84 0.00 3 19'08"08 F06 SY42 0.00/12 Pitch 1 -Ply 1 1071.46 0.00 2 1071.46 0.00 1 15'07"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 1160.31 0.00 2 1649.81 0.00 2 08'08"08 F08 SY42 0.00/12 Pitch 1 -Ply 1 438-87 0.00 2 508,10 0.00 4 12'09"04 F09 SY42 0.00/12 Pitch 1 -Ply 1 491.50 0.00 2 556.98 0.00 3 378.93 0.00 2 15'00"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 828.62 0.00 2 813.47 0.00 4 35'00"00 F11 SY42 0.00/12 Pitch I -Ply 1 927.24 0.00 2 2341.29 0.00 3 724.80 0.00 3 35'00"00 F12 SY42 0.00/12 Pitch I -Ply 1 1202.21 0.00 2 2266.19 0.00 3 733.67 0.00 1 19'08"08 F13 SY42 0.00/12 Pitch I -Ply 1 1085.26 0.00 2 1070.15 0.00 2 10'06"14 F14 SY42 0.00/12 Pitch 1 -Ply 1 582.81 0.00 2 567.60 0.00 2 03'06"00 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 72.87 0.00 2 287.13 0.00 1 19'03"10 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 2098.33 0.00 1 15'03"08 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 1657.07 0.00 Total of Trusses 183 Maximun Height 09'03"10 Page 3 of 3 > co am_0 C-) 71 CO M m ul -0 (1) Cl) N) m m 0 > z m > 7) X > m z x -i G) 03 0 T Z M �u om >X�,M, m ;,0 �u — 0 c 0 �C) M m >mlo> --j 0 C) > c Z 0 < >z m �P 6 6 > m z U) m -1 55 m z E�: oo -0 m IM4-t— -u 0 U) m 0 m c) m > >M, x 0 m m Z M 00 M�z Z 0 x i:2�O --I x z Z> > C Oc (-) > Cl) > -1-1 = 0 U om> -1 0 z 0 M --A m 00 m z 0 �ci 0 -0 C/) m — 0 z C) 0 00 -0 m �a Fn -1 Kz� 20 m C ID c �u 0 C= > n M > 0 C/) < cf) Cl) > �3 z C/) r- — G) 0> > 0 M M x K 71 m - 0 Z >m m M CO 0 m 0 -.1 m m 0 T G) 0 > --i m C -n m C: m cn G)z m U) m �5 m > C cn = --i 1�3 c m m G) OF M > m 0 00 Cl) > z �a * --J (/) r- �C) ;a C/) — r- 0 > M C:) r- m — M Z Z ,m 0 G) M 0 --j- m -< xx p E: 0 m cn > U) �u C/) ol IT! -i Z C) 'm N) -n 0 (-) 0 0 0 Fn- > �o 10 x m — xm > M m 0 r M lz El It W x -D m ---I cn X OD �C) ;u F: M �C) m Cl) m c) 0 — -u G) cn c > z c z �2 :c x 0 :!� 0 C/) m 00 Z 0 G) co 0 z CO x 5) m 0 0 0 M> C z m 0 > m < z z > ox Fn CO > > > 0 z So -;l 0 > m C)> x Fj) 0 -0 z C) z x 00 0 00 ,0 4� 0 -1 >0 X C11 z IT! z x --1 0 1� z Cil U) - < z �Q z :E c 0 w > m Z m C/) > 0 C/) 0 0 < Z z z m c i 0 M 0 0 z 0 m z m > > 0 00 m X 0 -1 0 C G) 70 -n CC) m c m C: C/) U) > Cl) c Om CD m m M > on CO Z> z C/) 0 > Cf) cn > z 0 00 Om mm 1> W< 5 0 Cl) z > --1 -0 p x C: > z < m M c- m > z — < m x MO 0 0 Z cn z m Z z>>, G) 0 m 81 m I - M x > 0 > m C/) m 0� 7' PQ a)co z m z 2 < �O > m 0 Z > �C) - --i --i K q� m 0 0 C m M OU m m 2: 0 Z, m �22� 0 G)p m > zo X 00 T m z M-Imm m 0 m E m MT;O 0 0 C) =i_0 m MKC < cn M M 1> z q >)D --,m w - z m > z 0 0 M --i U) co ;0 x m 0 r- �2 c z C/) z z -i = C 'o G) 0 > 0 m 0 ,C --i z z mx c -171 0 Cl) 0:-i U) cn c Z am > z > cn m� U) G C/) L�Fn z LI) > m m cn m 0. 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OL r- C: 0 0 z cn �) C-) CC) c z C/) 0� > > -u m C) z 41 z c G) z Cl) 03 n I ro m > M E) > CD > z C: Z C-) = 0 00 > Cl) C-) > 0 Z --A K - 0 r 0 r, ;�: --4 > m > m co r- 0 wc �) 0 C/) C) > o C-) --i m;o z -V M r- M z > cn --A z 0 cc) m C) M m 0 0 fn M > x CY) E: X Z Z. m 0 < -< > > M m m M z cn Cl) C M �o > r- m 0 C) Ct) �z cn m 0 > 0 o < 0 m C/) 0 m Cn T, 0 > z I — ol U) C/) M C-) m 0 m > 0 m < > > 03 0 m > 0 Z M < U r- M > 0 0 0 0 C: = * z cn z C/) m 00 o - X -n aj --A 0 m E�: > < 0 C/) r- > In cn m 0 -n 0 C-) = --A �a r- C) = 0 m -1 0 r) X C') �u z 0 0 - 9- = 0 --j > E� z 0 z o 0 —A > > 0 CD m cn OL U) ABACO WPItl 31 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Q y FROM. DRW: B01 0 0 lb _�SEQN:3912/T30/FLOO 02/25/13 T C D B A 17'0"4 17'0"4 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Ff 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 L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 8323 1- /5.5 BCLL: 0.00 Enclosure*NA Lu NA Cs NA VERT(TL):0.000 D 5828 /- /5.5 BCDL: O�00 Categoryi NA Snow Duration:NA HORZ(LL):0.000 C Min Brg Width Req= 3.0 Des Lit 55.00 EXP:NA HORZ(TL):0.000 D Min Brg Width Req= 2.1 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi, Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 1:NA GCpi:NA Wind Duration:NA VIEW Ver�12.03.00.1116.01 Lumber 1.9E Microllarn LVL design properties based on ICC ES ESR-1 387,Reissued 1 Feb.2011. Nailnote Nail Schedule:0.131"x3",min.nails Member : _Rows @_._"o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" ***Warning:Fastening of plies required— Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 15 plf at 0.00 to 15 plf at 17.02 BC-1873 lb Conc.Load at 0.79,2.79,4.79,6.79 BC-2204 lb Conc.Load at 8.67 BC-1050 lb Conc.Load at 8.79,10.79,12-79,14.79 Additional Notes Floor Joist Header:1.750"xl6.0"1.9E Microllarn LVL Deflection meets U360 live and U360 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3857 T3 FLOO 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: I DRW: B02 Wgt:0.0 lbs 02/25/13 -F B A 8"4 19'3"4 19'8"8 19'8"8 19'111"8 Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,Flf in PSF) Defl/CS1 Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT,NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf NA Ce:NA VERT(LL):-0.025 B 392 40 C 2924 /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.082 B 120 40 D 2733 /8.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 C Min Brg Width Req 27.0 Des Ld: 55.00 EXP:NA HORZ(TL):O.00O D MinBrgWidthReq= 26.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 1:NA GCpi:NA Wind Duration:NA VIEW Ver:12.03.00,1116.01 Lumber 1.55E TimberStrand LSL design properties based on ICC ES ESR-1 387,Reissued 1 Feb.2011. Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 215 plf at 0.00 to 215 plf at 19.71 BC- 268 lb Conc.Load at 3.06 BC- 145 lb Conc.Load at 5.06 BC- 144 lb Conc.Load at 7.06,9.06,11.06,13.06 15.06,17.06,17.94 Additional Notes Floor Joist Header:3.5"xl6.0"1.55E TimberStrand LSL Deflection meets U360 live and L/360 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3662/T1 8 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Oty: 1 FROM: �RW: F01 Wgt 154 0 lbs 02/25/13 2'6" 2'5"6 (TYP) III RQ AX8 III e 3 6X3 III e3 V8 IllaX3 M H 3X8 3X8 K 3 8 3X8 15'8"6 -I A Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,Pf 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 Udefl U# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf NA Ce:NA VERT(LL): 0,234 D 780 360 L 851 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.366 D 498 360 1 851 1- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 1 - - L Min Brg Width Req= 5.5 Des Ld: 55.00 EXP NA HORZ(TQ: 0.053 1 1 Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings L&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: OA79 Load Duration 1.00 BCDL:NA psf TPI Std 2007 Max BC CSI: 0.833 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.581 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2368 1:NA GCpi:NA Plate Type(s): B-C 0-2380 E-F 0 -2368 Wind Duration,NA WAVE VIEW Ver 12.03.00.1116.01 C-D 0 -23aO F-G 1 0 Lumber Top chord 4x2 SP—#2_12A Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP #2 12A Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP_#3_1 L-K 1473 0 J-1 1448 0 Lumber grades designated with"l 2A"use design K-J 2653 0 values approved 1/5/2012 by ALSC. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows M-L 0 -10 D-J 0 -315 Chord Spacing(in oc) Start(ft) End(ft) A-L 0 -106 J-E 0 -246 TC 24 0.25 15.45 L-B 0 -1637 J-F 1018 0 BC 120 0.25 15.45 B-K 1003 0 F-I 0 -1616 Apply purfins to any chords above or below fillers at 24"OC unless shown otherwise above. K-C 0 -246 G-1 0 -103 K-D 0 -301 1-H 0 -10 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.1-112"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 � SEQN�3687/T2/SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qfy: 1 FROM: DRW: F03 Wgt:187.6 lbs ... 02125/13 15'78 3i')2 19'0"12 2-6"- (TYP 2'4"14 111 2X4 W=3X4 1112X4 W=3X4 1112X4 AC A B C D E F G H I i K L M N 0 P Q R PC- 3X§ 1114X4 3X3 111g64 �3x§ Ill 4�41 �4X81141 Tp �4X� Ill 4�4 3X4 Til C- M :-:W� W=n0316 -=4X!O --4X5[24] AB AA Z Y X W V U T --3X8 3X8 --4X8[16] 3X8[20] 3X8 19'6"6 15'5"10 1 A 35' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Flf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40�00 Wind Sid, NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.315 D 735 360 AB 924 1- /5.5 BCLL: 0.00 Enclosure NA Lu:NA Cs:NA VERT(TL): 0.571 E 405 360 W 2342 /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 B - - S 728 /5.5 Des Ld 55.00 EXP:NA HORZ(TL): 0.078 B AB Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 W Min Brg Width Req= 5.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.301 S Min Brg Width Req= 5.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.989 Bearings AB,W,&S Fcperp=565psi. Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.809 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified C amber Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration NA WAVE,HS VIEW Ver:12.03.00.1116.01 A-B 1 0 1-1 3026 0 Lumber Additional Notes B-C 0 -2686 J-K 3026 0 Top chord 4x2 SP #2 12A:T2 4x2 SP M-30: +2x6 continuous strongback.See detail C-D 0 -2686 K-L 959 -1334 D-E 0 -2981 L-M 959 -1334 Bot chord 4x2 SP-#2-5�12A STRBRIBRO21 I for bracing and bridging Webs 4x2 SP #3 1 recommendations. E-F 0-2981 M-N 959 -1334 F-G 459 -904 N-0 139 -1870 Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. G-H 459 -904 O-P 139 -1870 values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is H-1 459 -904 P-Q 1 0 Plate Shift Table 1-4-0. JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. Comp, [14] W4X8 7.52 R 1.25 [16] W4X8 3.75 R 1.25 AB-AA 1624 0 W-V 155 -1634 [20] W3X8 2.00 R 1.25 [24] W4X5 2.00 R 1.25 [25] W4X5 2.75 R 1.25 AA-Z 3110 0 V-U 155 -1634 Z-Y 3110 0 U-T 1877 -493 Purlins Y-X 2211 -2 T-S 1221 -9 In lieu of structural panels or rigid ceiling use purfins X-W 0-1707 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 24 0.13 34.62 Webs Tens.Comp. Webs Tens. Comp. BC 116 0.13 34.62 Apply purlins to any chords above or below fillers AC-AB 0 -10 I-W 0 -1739 at 24"OC unless shown otherwise above. A-AB 0 -106 J-W 0 -235 AB-B 0-1805 W-K 0 -2085 Camber B-AA 1174 0 K-U 1594 0 Max JT VERT DEFL-LL 0.31"DL 0.29" C-AA 0 -246 L-U 0 -256 recommended camber 3/8" AA-D 26 -469 U-N 0 -892 D-Y 0 -246 N-T 392 -8 End Vertical Attachment E-Y 0 -253 O-T 0 _247 Attach notched end vertical(s)to next end vertical Y-F 956 0 T-P 718 -144 using(3)qty.10d box or(0.128"x3"min)gun nails F-X 0-1547 P-S 9 -1357 through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-X 0 -268 Q-S 0 -106 wide(minimum)Crown staples on each narrow face. X-1 2269 0 S-R 0 -10 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply::1 SEQN:3758 T9 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 4 FROM: DRW: F04 Wgt 8 2.6 1 bs ... 02/25/13 2'6" 2'1"4 (TYP) III RQ AX8 Ille3 ff3 III V3 V8 1111 (�3 L —3X8 3X8 4X4[1 1 i I H 3A 15212 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefilICS1 Criteria A Maximum Reactions(lbs) TCLL: 4000 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh IRL /W TCDL: 10�00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.220 D 815 360 K 839 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.345 D 521 360 H 824 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 H - - K Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.050 H H Min Brg Width Req= - NCBCLL 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.473 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSL 0.815 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.571 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a,NA ft FT/RT:12.Q%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2268 1:NA GCpi:NA Plate Type(s): B-C 0-2331 E-F 0 -2268 Wind Duration NA WAVE VIEW Ver:12.03.00.1116.01 C-D 0-2331 F-G 0 0 Lumber Additional Notes Top chord 4x2 SP #2-12A +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP–#2-12A STRBRIBRO211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp+ Webs 4x2 SP–#3-12A recommendations. K-J 1448 0 I-H 1320 0 Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. J-I 25T7 0 values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is Plate Shift Table 1-4-0. 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 L-K 0 -10 D-1 0 -342 (l 1] W4X4 1�25R 1�25 A-K 0 -106 E-1 0 -249 K-B 0 -1610 I-F 1048 0 Purlins B-J 975 0 F H 0 1501 In lieu of structural panels or rigid ceiling use purlins C-i 0 -246 G H 0 -87 to laterally brace chords as follows: J-D 0 -272 Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0.13 15+10 BC 120 0+13 15.10 Apply purlins 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 fare. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN 3751/T28 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 8 FROM: DRW: F05 Wgt:103.6 lbs ... 02/25/13 2'6" (TYP) 4X4[1 11 B G H I III 2AX4 4X8 1115X4 ?X4 II5X4 J=3X4 1112X4 �-4M JX4 Q + —3X8[5] VV=H0310 --4X8[131 --4X4 0 IN IM L K 3X8 --4X5 19'4" -A Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf 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 L/defl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.389 E 589 360 p 1065 / 15.5 BCLL: 0.00 Enclosure NA Lu:NA Cs:NA VERT(TQ: 0.608 E 376 360 K 1050 / BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 K - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.072 K K Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.286 Load Duration:1.00 BCDL:INA psf TPI Std: 2007 Max BC CSI: 0.495 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:INA Rep Factors Used:Yes Max Web CSI: 0.925 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -4160 1:NA GCpi:NA Plate Type(s): B-C 0-3271 G-H 0 -2669 Wind Duration:NA WAVE,HS VIEW Ver:12.03.00.1116.01 C-D 0 -3271 H-1 0 -2669 Lumber Additional Notes D-E 0 -4160 1-1 0 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail E-F 0 -4160 Bot chord 4x2 SP M-31 STRBRIBRO211 for bracing and bridging Webs 4x2 SP-#3-12A recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 115/2012 by ALSC. The overall height of this truss excluding overhang is P-0 1913 0 M-L 3692 0 Plate Shift Table 1-4-0� O-N 3994 0 L-K 1021 0 N-M 3994 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 151 W3X8 4.25L 1.25 [11] W4X4 2.25R 1.25 Maximum Web Forces Per Ply(lbs) [13] W4X8 4.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins Q-P 0 -10 E-M 0 -250 A-P 0 -107 M-G 517 0 In lieu of structural panels or rigid ceiling use purlins P-B 0-2125 G-L 0 -1131 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) B-0 1502 0 H-L 0 -246 TC 24 0.13 19.21 C-0 0 -245 L-I 1822 0 BC 120 0.13 19.21 O-D 0 -799 I-K 0 -1443 Apply purlins to any chords above or below fillers D-M 184 0 J-K 2 -13 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFLi LL:0.39"DL:0.22" recommended camber 3/8" End Vertical Attachment Attach notched end verticats)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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEON:3774/T27 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM: DRW: FO —5A Wgt�105.0 lbs 02/25113 2'6" 11"8 (TYP) 4X5 A —B C E G H 4X8 JX4 J=3X4 --4X15[151J -1- 1 4 R K ,,I- S 3X8[5] VV=HUJIU =-3X8[131 Q P 0 N IM L �-3X8 —=4X5[91 =-4X5 19'4" 19'4" Loading Criteria�ps� Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: INA Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf NA Ce:NA VERT(LL): 0.347 E 575 360 Q 1018 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:INA Lu:NA Cs:NA VERT(TL): 0.544 E 367 360 S 1084 /- I- /- /- /29.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 L - - Q Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.064 L M Min Brg Width Req- - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings Q&M Fcperp=565psi. Soffit: 0�00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.254 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.540 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWIFIRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.748 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a,NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -3785 1:NA GCpi:NA Plate Type(s): B-C 0-3072 G-H 0 -2017 Wind Duration NA WAVE,HS VIEW Ver:12.03.00.1116.01 C-D 0-3072 H-1 0 -2017 Lumber Additional Notes D-E 0 -3785 I-J 1 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail E-F 0 -3785 Bot chord 4x2 SP M-31 STRBRIBRO211 for bracing and bridging Webs 4x2 SP-#3-12A recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 2A"use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is Q-P 1814 0 N-M 3174 0 Plating Notes 1-4-0. P-0 3706 0 M-L 1369 0 O-N 3706 0 All plates are 2X4 except as noted. 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 R-Q 0 -10 N-G 675 0 151 W3X8 3.75 L 1.25 [9] W4X5 2.00 R 1.25 A-Q 0 -107 G-M 0 -1279 [13) W3X8 4.00 R 1.25 [15) W4X5 1.50 R 1.25 Q-B 0 -2016 H-M 0 -255 Purlins B-P 1390 0 M-1 1473 0 C-P 0 -245 I-L 0 -1102 In lieu of structural panels or rigid ceiling use purlins P-D 0 -702 J-L 3 -2 to laterally brace chords as follows, D-N 1DO 0 L-K 1 -6 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 18.96 E-N 0 -250 BC 120 0.13 18.96 Apply purfins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.35"DL:0.20" recommended camber 1/4" 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN 3781 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 3 FROM: F06 Wgt:105.0 lbr ... 02/25/13 2'6" 1-4" (TYP) --3X4[1 1] B G H 1 162(4 --4X8 1119X4 --RX4 1115X4 J=3X4 lil2X4 --4X8 116X4 R K —4�X�8[13] 3X8[51 VV=HU:31 U Q P 0 N M .L 3X8 =-4X5[16] 19'8"8 Loading Criteria(Ips� Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT,NA PP Deflection in loc L/defl L1# Loc R U /Rw /Rh /RL 1W TCDL* 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.396 E 581 360 Q 1071 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.620 E 371 360 L 1071 /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 L - - Q Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.074 L L Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:NA it Code/Misc Criteria Creep Factor 1.5 Bearings Q&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.291 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.500 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.919 Chords Tens.Comp. Chords Tens. Comp. C&C Dist ai NA ft FT/RT:12.0%(0.0%)110(0) Mfg Specified Camber A-B 1 0 F-G 0 -4217 1:NA GCpi:NA Plate Type(s): B-C 0-3299 G-H 0 -2755 Wind Duration:NA WAVE,HS VIEW Ver:12.03.00.1116.01 C-D 0 -3299 H-1 0 -2755 Lumber Additional Notes D-E 0 -4217 1-1 1 0 E-F 0 -4217 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail Bot chord 4x2 SP M-31 STRBRIBRO211 for bracing and bridging Webs 4x2 SP—#3-12A recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is Q-P 1927 0 N-M 3764 0 1-4-0. P-0 4036 0 M-L 1119 0 Plate Shift Table O-N 4036 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) 151 W3X8 4.25L 1.25 [11] W3X4 2.25R 1.25 [13] W4X8 4.00R 1.25 [16) W4X5 2.75R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins R-Q 0 -10 N-G 501 0 A-Q 0 -107 G-M 0 -1115 In lieu of structural panels or rigid ceiling use purlins Q-B 0 _2 1 41 H-M 0 -247 to laterally brace chords as follows, B-P 1517 0 M-1 1809 0 Chord Spacing(in oc) Start(ft) Endift) C-P 0 -245 1-L 0 -1511 TC 24 0.13 19.33 BC 120 0.13 19.33 P-D 0 -815 J-L 0 -33 Apply purlins to any chords above or below fillers D-N 200 0 L-K 0 -7 at 24"OC unless shown otherwise above. E-N 0 -250 Camber Max JT VERT DEFL LL,0.39"DL:0.22" recommended camber 3/8" 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply�1 SEQN:3905/T17 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Cty: 1 FROM: DRW: F07 Wgt:109,2 lb, Page 1 of 2 ... 02/25/13 2'6" 2'4" (TYP) III 5X7 5X7 5X7 1113X419] 5X5[1 11 6X6 1115X7[161 A B C D E IF G S S-Z L_J :�l -4X8 _-4X5 III1X3 =_3X4 3X3 III1X3 -_4X5 --5X7[15 1112X,F Q P 0 N IM L K 1112X4 157 -I 1� A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Stdi 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): 0.231 D 784 360 R 1160 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0361 D 501 360 1 1650 /3.5 BCDL� 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 1 - - R Min Brg Width Req= 5.5 Des Ld: 55.00 EXP,NA HORZ(TL): 0.065 1 1 Min Brg Width Req= 3.5 NCBCLL: 10�00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings R&I Fcperp=565psi, Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.291 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.630 Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.983 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0-1124 D-E 0 -4757 1:NA GCpi:NA Plate Type(s): B-C 0-3036 E-F 0 -3745 Wind Durationi NA WAVE VIEW Ver:12.03.00,1116.01 C-D 0 -4385 F-G 0 -1350 Lumber Purlins Top chord 4x2 SP M-31 In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SID M-31 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP_#3_12A Chord Spacing(in oc) Start(ft) End(ft) R-Q 6 0 M-L 4592 0 Lumber grades designated with"l 2K use design TC 24 0.13 2.63 Q_P 2234 0 L-K 4592 0 values approved 1/5/2012 by ALSC. TC 24 0.13 5.19 TC 24 2.63 7.75 P-0 3837 0 K-J 2898 0 Special Loads TC 24 5.19 11 0.31 O-N 3837 0 J-1 21 -1 TC 24 7.75 2.88 N-M 4881 0 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC 24 10.31 15.21 TC-From 100plfat 0.13 to 100 plf at 8.29 TC 24 12.88 15.21 Maximum Web Forces Per Ply(Ibs) TC-From 50 plf at 8.29 to 50 pif at 15.46 BC 120 0.13 15.21 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 8.29 Apply purlins to any chords above or below fillers BC-From 5 plf at 8.29 to 5 plf at 15.58 at 24"OC unless shown otherwise above. S-R 0 -31 D-M 0 -168 TC- 379 lb Conc.Load at 8.29,10.29,12.29,14.29 A-R 0-1114 M-E 218 0 Plate Shift Table A-Q 1518 0 E-L 16 -32 Q_B 0-1505 E-K 0 -1125 JT Plate Lateral Chord JT Plate Lateral Chord B-P 1088 0 K-F 1149 0 No Size Shift Bite No Size Shift Bite P-C 0 -1064 F-J 0 -2100 191 W3X4 1.25R 2.75 [11] W5X5 2.00R 2.75 [15] W5X7 3.75R 1.25 (16] W5X7 1.25 R 2.75 C-0 16 -6 J-G 1935 0 C-N 727 0 G-1 0 -1634 End Vertical Attachment N-D 0 -672 1-H 9 -25 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply.1 SEQN 3905/T1 7 SY42 1355 Ocean Blvd,Atlantic Beach Oty: 1 FROM: DRW: F07 Wgt:109.2 lbs Page 2 of 2 ... 02/25/13 Additional Notes +2x6 continuous strongback.See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up, The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:I SEQN:3899/T48/SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beac-h Qty: 2 FROM: DRW: FO 8 Wgt:56.0 lbs 02/25/13 5'3" 0'4 2 3'4"l 3 2-6" (TYP) =3X3[6] =3X3 llIlX3 3X4 1111 X3 IIllX3 A B C 0 E F T G 3X3[l) =-3X3 1112X4 L K J I H llllX3 �-4X5 8'2"12 8'8"B Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CS1 Criteria A Maximum Reactions(lbs) TCLL 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Lj# Loc R U /Rw JRh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.040 K 999 360 L 439 1- I- BCLL: 0.00 Enclosure-NA Lu:NA Cs:NA VERT(TL): 0.064 K 999 360 1 508 /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 H - - L Min Brg Width Req Des Ld' 55.00 EXP:NA HORZ(TL): 0.010 H I Min Brg Width Req 5.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.480 Load Duration 1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.472 Maximum Top Chord Forces Per Ply(lbs) Spaang:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.264 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 D-E 4 -42 1:NA GCpi:NA Plate Type(s): B-C 0 -688 E-F 4 -42 Wind Duration:NA WAVE VIEWVer:12.034001111106.001 C-D 0 -686 Lumber Topchord4x2SP #2 12A Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP—#2-12A Chords Tens.Comp. Chords Tens. Comp. Webs 42 SP—#3-12A L-K 676 0 J-1 686 0 Lumber grades designated with"12A"use design K-J 686 0 I-H 1 0 values approved 1/5/2012 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 A-L 0 -105 D-1 0 -715 Ill W3X3 1�251- 1.25 (6] W3X3 1.25L 1.25 L-B 0 -744 I-F 94 -9 B-K 00 0 E-1 0 -237 Purlins K-C 1161 0 F-H 0 -9 In lieu of structural panels or rigid ceiling use purlins J-D 10 -53 G-H 0 -2 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.13 8w46 BC 105 -O�13 8.58 Apply purlins 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. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3903/T36 SY42 1355 Ocean Blvd,-Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 4 FROM: DRW F09 �Wgt:72.8 lbs 02/25/13 5'3" O'�! 2-9" 1 11"8 1 2'9" 2-6" (TYP) --3X3[6] 111�X3 JX4 III Ev III VQ JX3 III 1�3 3X4 --3X3 III1X3 --3X3 M I H �l 1KX3 3X3[7] i 4'9"4 12'9"4 Loading Criteria(pso Wind Criteria Snow Criteria iPg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions(Ibs) TCLL 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl L/# Loc R U /Rw /Rh /RL 1W TCDL: 10.00 Speed: INA mph Pf:NA Ce:NA VERT(LL): 0.048 1 999 360 M 492 /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0,081 1 713 360 J 557 /5.5 BCDL' 5.00 Category:NA Snow Duration NA HORZ(LL): 0.010 H - - H 379 Des Ld: 55.00 EXP:NA HORZ(TL): 0.016 H M Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 5.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: OA96 H Min Brg Width Req= - Load Duration,1.00 BCDL:NA psf TPI Sid: 2007 Max BC CSI: 0.508 Bearing J Fcperp=565psi. Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.308 C&C Dist a,NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Carnber: Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration NA WAVE VIEWVer:12.03,00.1116.01 A-B 0 0 D-E 0 -510 Lumber B-C 0 -908 E-F 0 -518 Top chord 4x2 SP—#2_12A C-D 0 -908 F-G 0 0 Bot chord 4x2 SP #2 12A Webs 4x2 SP_#3_U_A Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Chords Tens.Comp. Chords Tens, Comp. values approved 1/5/2012 by ALSC. M-L 790 0 J-1 518 0 Plate Shift Table L-K 908 0 1-H 519 0 JT Plate Lateral Chord JT Plate Lateral Chord K-J 909 0 No Size Shift Bite No Size Shift Bite 6] W3X3 1.25 L 1.25 [7] W3X3 1�25 R 1.25 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins A-M 0 -105 D-J 27 -689 In lieu of structural panels or rigid ceiling use purlins M-B 0 -869 J-E 0 -267 to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) B-L 185 0 1-F 67 -16 TC 24 0.00 12.77 L-C 148 0 F-H 0 -571 BC 120 0.00 12.77 K-D 0 -76 G-H 0 -120 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO SEQN:3806/T25 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean-Blvd,Atlantic Beach FROM DRW F10 )s 02/25/13 2'6" (TYP) '�3 AX8 III ff 3 �M III�M V8 III 1(�3 T L + 3X8 —_3X8 3X4[1 11 i I H Ab 15'0"8 A Loading Criteria(psfl Wind Criteria Snow Criteria(Pg,Flf 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 L/defl L_/# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.210 D 845 360 K 829 15.5 BCLL: 0.00 Enclosure:NA Lu NA Cs:NA VERT(TL): 0.328 D 540 360 H 813 BCDL: 5.00 Category:NA Snow Duration NA HORZ(LL): 0.030 H - - K Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.048 H H Min Brg Width Req= - NCBCLL: 10�00 Mean Height:NA it Code/Misc Criteria Creep Factor:1.5 Bearing K Fcperp=565psi. Soffit* 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.468 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.799 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.563 Chords Tens.Comp. Chords Tens, Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2181 1:NA GCpi:NA Plate Type(s): B-C 0-2288 E-F 0 -2181 Wind Duration,NA WAVE VIEW Ver:12.03.00.1116.01 C-D 0 -2288 F-G 0 0 Lumber Additional Notes Top chord 4x2 SP #2 12A +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP_#2_12A STRBRIBRO211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP_#3_12A recommendations. K-J 1427 0 1-H 1211 0 Lumber grades designated with"l 2A"use design Truss must be installed as shown with top chord up. J-1 2512 0 values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is Plate Shift Table 1-4-0. 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 L-K 0 -10 D-1 0 -365 fill W3X4 1.25 R 1.25 A-K 0 -106 E-1 0 -251 Purlins K-B 0 -1586 1-F 1073 0 B-J 952 0 F-H 0 -1407 In lieu of structural panels or rigid ceiling use purlins C-J 0 246 G-H 0 -77 to laterally brace chords as follows: J-D 0 247 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 15.04 BC 120 0.25 15.04 Apply purfins 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 BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Plyl 1 �SEQN 3793/T1 2/SY42 .1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 4 FROM: DRW: Fit Wgt:190.4 lbs 02/25/13 157'8 11')2 19'0"12 2'6" 2'4"8 (TYP) III 2X4 W=3X4 III 2X4 III 2X4 1112X4 AC A B C D E F G H I i K L M N 0 P Q R 3X8 1114�4 3X3 1114�4 3X§ III 4�4 �4X81141 �4XI]I W=344 �44 1 4 Til 3X8 --3X8 W=3X8 --4AlQ W--3X4 --4X5[24] AB AA Z Y X W V U T S 3X8 --4X8[161 --3X8[211 =-3X8 19'6"12 15'5"4 i A 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Flf in PSF) DefI/CS1 Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Stdi NA Pg NA Ct:NA CAT NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDLi 10.00 Speed� NA mph Pf NA Ce:NA VERT(LL): 0.315 D 736 360 AB 927 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.571 E 406 360 W 2341 /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 B - - S 725 /5.5 Des Ld: 55.00 EXP NA - HORZ(TL): 0.078 B AB Min Brg Width Req= 5.5 NCBCUL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 W Min Brg Width Req= 3.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.795 S Min Brg Width Req= 5.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.981 Bearings AB,W,&S Fcperp=565psi. Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.811 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:12.03.00.1116.01 A-B 1 0 1-1 3024 0 Lumber Additional Notes B-C 0 -2700 J-K 3024 0 C-D 0 -2700 K-L 951 -1305 Top chord 4x2 SP #2 12A:T2 4x2 SP M-30i +2x6 continuous strongback.See detail D-E 0 -3009 L-M 951 -1305 Bot chord 4x2 SP #2 12A STRBRIBRO211 for bracing and bridging Webs 4x2 SP #3- 1-0� recommendations. E-F 0-3009 M-N 951 -1305 F-G 0-3009 N-0 134 -1856 Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. G-H 465 -948 O-P 134 -1856 values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is H-1 465 -948 P-Q 1 0 Plate Shift Table 1-4-0. JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. Comp. [14] W4X8 7.52R 1.25 [16) W4X8 3.75R 1.25 AB-AA 1631 0 W-V 120 -1623 [21] W3X8 2.00 R 1.25 [24] W4X5 2.00 R 11�25 [25] W4X5 2.75 R 1.25 AA-Z 3131 0 V-U 120 -1623 Z-Y 2246 -7 U-T 1858 -486 Purlins Y-X 2246 -7 T-S 1214 -6 In lieu of structural panels or rigid ceiling use pudins X-W 0 -1675 to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 24 0.13 34.62 Webs Tens.Comp. Webs Tens. Comp. BC 117 0.13 34.62 Apply purlins to any chords above or below fillers AC-AB 0 -10 I-W 0 -1761 at 24"OC unless shown otherwise above. A-AB 0 -106 J-W 0 -233 AB-B 0 -1812 W-K 0 -2066 Camber B-AA 1182 0 K-U 1596 0 Max JT VERT DEFL LL 0.31"DL:0.29" C-AA 0 -246 M-U 0 -255 recommended camber 3/8" AA-D 27 -476 U-N 0 -898 D-Z 0 -241 N-T 389 -2 End Vertical Attachment E-Z 0 -254 O-T 0 -246 Attach notched end vertical(s)to next end vertical Z-G 951 0 T-P 710 -142 using(3)qty.1 Od box or(0.1 28"x3"min)gun nails G-X 0-1539 P-S 7 -1349 through wide face or(3)qty.1-1/2"leg 16-Gage 1 H-X 0 -270 Q-S 0 -106 wide(minimum)Crown staples on each narrow face. X-1 2267 0 S-R 0 -10 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO SEQN:3855/T24/SY42 7 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach FROM. DRW: F12 lbs 02/25/13 16'3"4 3i'12 18'5" 2-6"- -8 (TYP.) 2'5 W=3X4 1112X4 Ill 2X4 1112X4 A B C D E F G H I J K L M N 0 P Q R S lll�X4 3X§ Illg44 343 1114�4 --3X8 1112X4 5X71`161 �AIX§ W=344 344 1114 4 3X8 T- b-,LAE M =-M[71 W=110310 �-4X1 [15] AD AC AB AA Z Y x W V u T - --4X8[23] -3X8 3X8 4X5 18'9"8 166"A A 35' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Flf 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 L/defl L/# Loc R U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf NA Ce:NA VERT(LQ: 0.250 E 893 360 AC 1202 /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs�NA VERT(TQ: 0.491 E 454 360 X 2266 /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 A - - T 734 /5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.062 A AC Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 X Min Brg Width Req= 5.5 Soffit* 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.873 T Min Brg Width Req= 5.5 Bearings AC,X,&T Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.728 Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.867 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. 1:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE,HS VIEW Ver:12.03 00 1116 01 A-B 2 -23 J-K 2761 0 Lumber Additional Notes B-C 133 -46 K-L 2761 0 C-D 0-2459 L-M 736 -1379 Top chord 4x2 SP #2_12A 32 4x2 SP M-30: +2x6 continuous strongback.See detail D-E 0-2459 M-N 736 -1379 Bot chord 4x2 SP D-30:83 4x2 SP-#2-12A: STRBRIBRO211 for bracing and bridging E-F 0 -2708 N-0 736 -1379 Webs 4x2 SP-#3-12A recommendations. F-G 0 -2708 O-P 27 -1893 Lumber grades designated with"12A"use design This truss spaced @ 24.0"OC supports additional G-H 0-2708 P-Q 27 -1893 values approved 1/5/2012 by ALSC. concentrated load at left end from 8.00'stud wall H-1 646 -576 Q-R 1 0 (13.75 PSF)supporting 0-0-0 roof spans with 0-0-0 1-1 646 -576 Plate Shift Table overhang.Roof load:30.00 psf ILL and 25.00 psf DL, JT Plate Lateral Chord JT Plate Lateral ChordTruss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. [7] W3X8 3.50L 1.25 [15] W4X10 4.00L 1,251-4-0. [16] W5X7 6.27 R 1.25 [18] W5X7 4.00 R 1.25 AD-AC 45 -104 Y-X 0 -2124 [23) W4X8 2.75 R 1.25 AC-AB 1433 0 X-W 212 -1355 AB-AA 2860 0 W-V 212 -1355 Purlins AA-Z 2860 0 V-U 1913 -325 In lieu of structural panels or rigid ceiling use purlins Z-Y 1910 -183 U-T 1232 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.00 34.62 Maximum Web Forces Per Ply(Ibs) BC 120 -0.13 34.62 Webs Tens.Comp. Webs Tens. Comp. Apply purins to any chords above or below fillers at 24"OC unless shown otherwise above. AD-A 12 -141 Y-J 2291 0 AD-B 235 -87 J-X 0 -1291 End Vertical Attachment AE-AD 7 -82 K-X 0 -251 Attach notched end vertical(s)to next end vertical B-AC 12 -388 X-L 0 -2061 using(3)city,10d box or(0.128"x3"min)gun nails AC-C 0-1691 L-V 1536 0 through wide face or(3)qty.1-1/2"leg 16-Gage 1" C-AB 1134 0 N-V 0 -256 wide(minimum)Crown staples on each narrow face. D-AB 0 -252 V-0 0 -838 AB-E 26 -444 O-U 329 -22 E-Z 0 -288 P-U 0 -246 F-Z 0 -252 U-0 731 -82 Z-H 1002 0 Q-T 0 -1370 H-Y 0-1594 R-T 0 -106 1-Y 0 -264 T-S 0 -10 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3801/T26 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM. DRW: F13 Wgt:103.6 lbs, 02/25/13 2'6" 1'5"8 (TYP) 3X4[1 1 B G H III 2X4 --4X8 1115X4 RX4 1115X4 J=3X4 1112X4 --4X8 –V 911-- . III1X4 Q C131— V + 3X8[51 W=H0310 --4X8[13] --4X4 FTP 0 N M L K 3X8 =4X5 1918,18 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf 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 L/# Loc R /U /Rw /Rh IRL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.414 E 563 360 p 1085 / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.648 E 360 360 K 1070 / BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 K - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.077 K K Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.303 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 MaxBCCSI* 0.510 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.905 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 1 0 F-G 0 -4333 1:NA GCpi:NA Plate Type(s): — B-C 0 -3357 G-H 0 -2930 Wind Duratiow NA WAVE,HS VIEW Ver:12.03.00.1116.01 C-D 0 -3357 H-1 0 -2930 Lumber Additional Notes D-E 0 -4333 1-J 0 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail E-F 0-4333 Bot chord 4x2 SP M-31 STRBRIBRO211 for bracing and bridging Webs 4x2 SP–#3-12A recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is P-0 1955 0 M-L 3909 0 Plate Shift Table 1-4-0. O-N 4123 0 L-K 1319 0 JT Plate Lateral Chord JT Plate Lateral Chord N-M 4123 0 No Size Shift Bite No Size Shift Bite [5] W3X8 4�251 1.25 [11] W3X4 2�25R 1.25 Maximum Web Forces Per Ply(Ibs) [13] W4X8 4.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins Q-P 0 -10 E-M 0 -250 In lieu of structural panels or rigid ceiling use purlins A-P 0 -107 M-G 469 0 to laterally brace chords as follows P-B 0-2173 G-L 0 -1082 Chord Spacing(in oc) Start(ft) End(ft) B-0 1550 0 H-L 0 -248 TC 24 013 19.58 C-0 0 -245 L-I 1781 0 BC 120 0.13 19.58 O-D 0 -847 1-K 0 -1660 Apply purlins to any chords above or below fillers D-M 232 0 J-K 0 -45 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.41"DL:0.23" recommended ramber 3/8" End Vertical Attachment Attach notched end verlical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or'3)ql,,1-112"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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 �SEQN:3918/T54/SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach City: 2 FROM- DRW F14 Wgt:6 02/25/13 1 6 lbs 5'4"8 2' 3'2"6 5"6 2'6" (TYP) --4X4[81 1111X3 3X4[31 lll1X3 1112X4 llI1X3 A B C D E F K 3X3 1113X4 3X4 I H G —4X5 10'6"14 -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 L/defl L/# Loc R U IRw /Rh /RL /W TCDL* 10.00 Speed: NA mph Pf-NA Ce-NA VERT(LL): 0.153 C 811 360 J 583 /5.5 BCU_: 0.00 Enclosure:NA Lu NA Cs:INA VERT(TL): 0.266 C 466 360 G 568 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 8 - - J Min Brg Width Req= 5.5 Des Ld 55.00 EXP NA HORZ(TL): 0.053 B G Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA Ift Code I Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.997 Load Duration 1.00 BCDL:NA psf TPI Std 2007 Max BC CSI: 0.719 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.388 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1146 1:NA GCpi:NA Plate Type(s): B-C 0-1158 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:12.03.00.1116.01 C-D 0-1164 Lumber Top chord 4x2 SP-#2_12A Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP-#2-12A Chords Tens.Comp. Chords Tens. Comp Webs 4x2 SP_#3_12A J-1 919 0 H-G 994 0 Lumber grades designated with"1 2A"use design I-H 1164 0 values approved 1/5/2012 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 K-J 0 -10 D-H 0 -495 3] W3X4 2�25 L 1.25 [8] W4X4 2.25 R 1.25 A-J 0 -99 H-E 625 0 J-B 0 -1022 E-G 0 -1094 Purlins B-1 375 0 F-G 0 -110 In lieu of structural panels or rigid ceiling use pudins I-C 27 -117 to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 10.45 BC 120 0.13 10.45 Apply purlins 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. Additional Notes See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:2 � SEQN:3930 T14/FLAT 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM DRW FG1 Wgt:99.4 lbs / ... 02/25/13 2'1 0"l 1 57'9 8'8" 2'1 0"l 1 2'8"15 3'07 --4X4[11 1112X4 3X4 --4X5[81 A B C D V Z F] H G F E --4X8[51 --4X5[71 11112X4 2'9"l 5 3'1"l 5 2'8"3 1113�3 A 2'9"15 5'11"l 3 8'8" -A Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions(lbs) TCLL 40.00 Wind Std: NA Pg:NA Ct:NA CAT:INA PIP 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 C 999 360 H 1561 /- /- /- /- /5.5 BCLL 0.00 Enclosure:INA Lu:NA Cs:NA VERT(TL): 0.098 C 999 360 E 2513 /- I- I- /5.1 BCDL: 5.00 Category:NA Snow Duration,NA HORZ(LL): 0.008 A - - H Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 A E Min Brg Width Req= 5.1 NCBCLL* 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&E Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.586 Load Duration,1.00 BCDL:NA psf TPI Std 2007 Max BC CSI: 0.695 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:INA Rep Factors Used:Yes Max Web CSI: 0.620 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FTIRT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0-1621 C-D 0 -2025 1:NA GCpi�NA Plate Type(s): B-C 0-1621 Wind Duration NA WAVE VIEW Ver:12.03.00.1116.01 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP-#2_12A In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP-#2-12A to laterally brace chords as follows H-G 19 0 F-E 28 0 Webs 2x4 SP-#3-12A iW2,W6 2x4 SP-#2-12A: Chord Spacing(in oc) Start(ft) End(ft) G-F 2088 0 Lumber grades designated with"12A"use design TC 24 -0.13 8.54 values approved 1/5/2012 by ALSC. BC 104 -0.13 8.54 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Nailnote at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule 0.131"x3",min.nails The TC of this truss shall be braced with attached A-H 0 -697 C-F 0 -216 Top Chord:1 Row @ 10.25"o.c. spans at 24"OC in lieu of structural sheathing. A-G 1687 0 F-D 2115 0 Bot Chord:1 Row @ 5.75"o.c. B-G 0 -369 D-E 0 -876 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails G-C 0 -495 in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 250plf at 0.00 to 250 plf at 8.67 BC-From 5 plf at 0.00 to 5 plf at 8.67 BC- 150 lb Conc.Load at 2.01 BC- 64 lb Conc.Load at 4.06,4.63,6.63 BC- 86 b Conc.Load at 6.74 BC-1438 lb Conc.Load at 7.20 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 11 W4X4 2.50R 1�25 (5] W4X8 3.00L 1.25 7] W4X5 1.75 L 1.25 [8) W4X5 1.75 R 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:2 SEQN:3910/T53/FLAT 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM: DRW FG2 Wgt:154.6 Itis 02/25/13 13'2"2 1 2'0"13 3'117 1 5'10"4 1 8'3"8 1 10'3"8 1 11'3"1 1111,11 1 15'2"12 1.10..9 1 1 1 11"91 2'0"9 2-0--13 1'10"13 2-5"4 2' --3X4[141 --4X5[181 -=4X4[11 4X4[51 3X4[7) 3X4 1112X4 Ill 2X4 4X4[161 A B C D E IF G H I T P;:q P;:q 4X4[41 =4X4[61 --3X4[81 3X4 3X4[131 4X4[151 Ill 3X4 R�9 Q P 0 N V! L K i 1112X41'8"9 1-111 1111,11 27' 2'3"12 I'l"5 =4X5[1%"1 1'8"9 37'11 5'6"12 1 8'1"12 10'5'8 1'11"13 15'2"12 13'6"10 Loading Criteria(psrI Wind Criteria snow Criteria(Pg,Pf 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 L1# Loc R U IRw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf NA Ce:NA VERT(LL): 0.205 E 891 360 R 1705 /5,5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERTITL): 0.320 E 570 360 J 2204 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 A - - R Min Big Width Req= 5.5 Des Ld.* 55.00 EXP,NA HORZ(TL): 0.057 A J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.482 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.643 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.932 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.O%(O.O%)/lO(0) Mfg Specified Camber: A-8 0-1314 E-F 0 -3604 1:NA GCpi:NA Plate Type(s): B-C 0 -2568 F-G 0 -3537 Wind Duration:NA WAVE VIEW Veri 12.03.00.1116.01 C-D 0 -3427 G-H 0 -2796 Lumber Purlins D-E 0 -3581 H-1 0 -1590 Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins Bot chord 2x4 SP M-31 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP-#3-12A Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Lu ber grades designated with"12A"use design TC 24 0.00 1523 m 0.00 15'23 R-Q 7 0 N-M 3604 0 values approved 1/5/2012 by ALSC. BC 120 Apply pudins to any chords above or below fillers Q-P 1531 0 M-1- 2993 0 at 24"OC unless shown otherwise above. P-0 2758 0 L-K 1857 0 Nailnote O-N 3532 0 K-J 11 0 Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached Top Chord:1 Row @ 5.25"o.c. spans at 24"OC in lieu of structural sheathing. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @ 12.00"o.c Webs :1 Row @ 4"o.c. Additional Notes Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. A-R 0 -830 N-E 12 -159 in each row to avoid splitting. The overall height of this truss excluding overhang is A-Q 1519 0 F-M 0 -484 Special Loads 1-4-0. O-B 0 -804 M-G 867 0 B-P 1235 0 G-L 0 -733 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) P-C 0 _702 L-H 1118 0 TC-From 100 plf at 0.00 to 100 plf at 4.15 TC-From 50 plf at 4.15 to 50 plif at 15.23 C-0 797 0 H-K 0 -989 BC-From 10 plf at 0.00 to 10 plf at 4.15 O-D 0 -389 K-1 1835 0 BC-From 5 plf at 4.15 to 5 plf at 15.23 D-N 55 -8 1-J 0 -1074 TC- 439 lb Conc.Load at 4.15,6.15 TC- 492 lb Conc.Load at 8.29,10.29,12.29,14.29 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill W4X4 2.50 R 1.25 4] W4X4 1.50 R 1�25 151 W4X4 2.25 R 1.25 6) W4X4 1.75 R 1,25 [7] W3X4 S 1�25 8] W3X4 S 1.25 [13] W3X4 2.25 R 1.25 [141 W3X4 1.75 R 1.25 [15] W4X4 S 1.25 [16) W4X4 S 1.25 [171 W4X5 3.50 R 1.25 (18] W4X5 1�50 R 1�25 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. If BCS1 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:2 �SEQN 3810 Tl 0/FLAT FDR W: 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM FG3 Wgt:47.6 lbs 02125113 2'0"4 4'0"8 2'0"4 2'0"4 --4X4[11 III 2X4 4X4[13� A B F-1 F-1 F-1 Ll =-4X8[51 1112X4 IF!XE[ E C><D 4 2� 1 4 2'0"4 r V � 4'0"8 Loading Criteria(psf) 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 PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.018 B 999 360 F 1677 /3.5 BCLL* 0.00 Enclosure NA Lu:NA Cs:NA VERT(TL): 0.027 B 999 360 D 1464 /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 A - - F Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 A D Min Brg Width Req= 3.0 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings F&D Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.616 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 MaxBCCSI: 0.183 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI 0.672 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a NA ft FTIRT:30.O%(O.O%)/lO(0) Mfg Specified Camber A-13 0 -1188 B-C 0 -1188 1:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver 12.03.00.1116.01 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP-#2_12A In lieu of structural panels or rigid ceiling use purlins F-E 15 0 E-D 11 0 Bot chord 2x4 SP-#2 12A to laterally brace chords as follows: Webs 2x4 SP-#3-12A Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"12A"use design TC 24 0.00 4.04 Maximum Web Forces Per Ply(Ibs) values approved 1/5/2012 by ALSC. BC 49 0.00 4.04 Webs Tens.Comp. Webs Tens. Comp. Apply pudins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. A-F 0 -801 E-C 1324 0 Nail Schedule 0.131"x3",min.nails The TC of this truss shall be braced with attached A-E 1319 0 C-D 0 -694 Top Chord:1 Row @ 1.75"o.c. spans at 24"OC in lieu of structural sheathing. B-E 0-1267 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100plfat 0.00 to 100 plf at 4.04 BC-From 10 plf at 0.00 to 10 pif at 4.04 TC- 813 lb Conc.Load at 1.11 TC-1884 lb Conc.Load at 2.19 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill W4X4 2.25R 1�25 [5) W4X8 S 1.25 16] W4X4 1.75 R 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0� 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:2 SEQN:3923/T7/FLAT 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM. DRW: FG4 Wgt:61.6 lbs Page 1 of 2 02/25/13 1'11"8 1 3'9"4 57'8 ol 1'11"8 1 1'9"12 1'1 O'A EzE4X4[l] 1112X4 3X4 3 X 4 8� A B C F—--I F-1 F---1 H =3X8[5] G IF 1112X4 E 111 1 2 X4 1'10"8 1 2'2"12 1 1'6"4 1 A 1'10"8 1 4-1"4 37 [71 57'8 A Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A,Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /-U /Rw /Rh /RL /W TCDL 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.009 B 999 360 H 1438 BCLL: 0.00 Enclosure:NA Lu NA Cs:NA VERT(TL): 0.031 B 999 360 E 1413 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - - H Min Brg Width Req= Des Lii.-- 55-00 EXP NA HORZ(TL): 0.007 A E Min Brg Width Req= NCBCLL: 10.00 Mean Height:NA ft Code i Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.290 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.419 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.582 A-B 0 -1021 C-D 0 -845 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 0-1021 1:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:12.03.00 1116.01 Maximum Bot Chord Forces Per Ply(Ibs) Lumber P-urlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP—#2_12A In lieu of structural panels or rigid ceiling use purlins H-G 10 0 F-E 7 0 Bot chord 2x4 SP #2 12A to laterally brace chords as follows: G-F 1004 0 Webs 2x4 SP—#3_12—A Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"12A"use design TC 24 0.00 5.63 values approved 1/5/2012 by ALSC. BC 68 000 5.63 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Nailnote at 24"OC unless shown otherwise above. A-H 0 -698 C-F 0 -588 Nail Schedule:0.13 1"x3",min.nails The TC of this truss shall be braced with attached A-G 1145 0 F-D 1008 0 Top Chord:1 Row @ 3.50"o.c. spans at 24"OC in lieu of structural sheathing. B-G 0 -566 D-E 0 -688 Bot Chord:1 Row @12.00"o.c. G-C 20 0 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 300plf at 0.00 to 300 plf at 5.63 BC-From 5 plf at 0.00 to 5 plf at 5.63 TC- 568 lb Conc.Load at 1.75,3.75 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 11 W4X4 S 1.25 5] W3X8 3.25 L 1.25 7) W3X4 2�50 R 1.25 8] W3X4 1.50R 1�25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:2 SEQN:3923 T7 FLAT 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM: DRW: FG4 Wgt:61.6 lb, Page 2 of 2 ... 02/25/13 Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=O' uses the following support conditions: Simpson HTU26-2 w/(2)2x6 SP—#2—12A supporting member. (20)0.148"x3"nails into supporting member, (14)0.148"x3"nails into supported member. Simpson HTU26-2 wl(2)2x6 SP—SS—Dense-1 2A supporting member. (20)0.148"x3"nails into supporting member, (114)0.148"x3"nails into supported member. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:2 SEQN:3938/T1 3/FLAT 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM: DRW- FG5 Wgt:1 6 lbs / 73. 02/25/13 2'9"6 1 5'2"13 T1 0"3 10'313 12'1 0"l 2 15'8"6 1 2.9"16 1 2'5"6 27'6 2'5"l 0 2'6"l 4 2'9"10 1 4X4[1 -=4X4[51 1112X4 1112X4 3X4 --4X4[12] --4X5[141 A B C D E IF G 1AF9 P;Zi P P:;q v- IH N:�J M L K J I "H 1113X3 III I 2X4 2'5"6 -=4X4[41 2'76 --4X4[61 2'11"2 =-3X4 2710 1114X5(1 1 27'14 -4X5[131 2'4"14 _I- I- I- I I A 2'5"6 1 5'0"13 1 T1 1"l 5 1 0'T9 13'3"8 1 15'8"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft1CSI Criteria A Maximum Reactions(Ibs) TCLL 40.00 Wind Sid 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): 0.236 D 799 360 N 1313 15.5 BCLL: 0.00 Enclosure NA Lu:NA Cs NA VERT(TL): 0.368 D 511 360 H 1826 /5.5 BCDL: 5.00 Category:NA Snow Duration NA HORZ(LL): 0.027 A - - N Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.042 A H Min Brg Width Req= 5.5 NCBC1-L 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings N&H Fcperp=565psi Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.832 Load Duration*1.00 BCDIL:NA psf TPI Std: 2007 Max BC CSI: 0.614 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.801 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a*NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 -1372 D-E 0 -2971 1:NA GCpi:NA Plate Type(s): B-C 0 -2942 E-F 0 -3711 Wind Duration NA WAVE VIEW Ver:12.03.00,1116.01 C-D 0 -2976 F-G 0 -2026 Lumber Purlins Top chord 2x4 SP-#2_12A In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP-SS Dense-12A to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP-#31�A Chord Spacingfin oc) Start(ft) End(ft) N-M 10 0 K-J 3667 0 :W2,W1 1 2x4 SP-#2-12A: TC 24 0.00 15.70 M-L 1575 0 J-1 2253 0 Lumber grades designated with"12A"use design BC 120 0.00 15.70 values approved 1/5/2012 by ALSC. Apply purlins to any chords above or below fillers L-K 2976 0 I-H 13 0 at 24"OC unless shown otherwise above. Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. A-N 0 -598 K-E 30 -754 Bot Chord:I Row @12.00"o.c. A-M 1461 0 E-J 149 -43 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails M-B 0 -697 J-F 1576 0 in each row to avoid splitting. B-L 1479 0 F-I 0 -781 L-C 0 -223 1-G 2159 0 Special Loads D-K 0 -32 G-H 0 -850 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100plfat 0,00 to 100 plf at 15.70 BC-From 10 off at 0.00 to 10 plf at 15.70 BC-1413 lb Conc.Load at 1030 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 11 W4X4 2.25 R 1.25 4] W4X4 1.75 R 1.25 5] W4X4 2.25 R 1.25 6] W4X4 1.75 R 1.25 [11] W4X5 2.25 R 1.75 (121 W4X4 1�50 R 1.25 (13] W4X5 175 L 1.25 [14] W4X5 1.75 R 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3655 T20 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 2 FROM: DRW: FGE1 Wgt:23.4 lbs � / ... 02/25/13 1'3"4 1'2"8--� P"I A B C D 90T- I I I �1� J L E III 2X4 1112X4 I H G F 3-13" 3'6" Loading Criteria(Ips� 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 L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf NA Ce,NA VERT(LL): 0.000 B 999 160 1 73 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 160 F 287 3&5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - I Min Brg Width Req= 5.5 Des Ld 55.00 EXP:NA HORZ(TL): 0.002 B I Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor 1.5 Bearings I&I Fcperp=565psi. Soffit, 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.234 Load Duration 1.00 BCDL:NA psf TPI Std 2007 Max BC CSI: 0,041 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist-NA Rep Factors Used:Yes Max Web CSI: 0.018 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 0 1:NA GCpi:NA Plate Type(s): B-C 0 0 Wind Duration NA WAVE VIEW Ver:12.03,00.1116.01 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP–#3_12A Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP–#3_12A I-H 0 0 G-F 0 0 Webs 4x2 SP–#3-12A H-G 0 0 Lumber grades designated with A 2A"use design values approved 115/2012 by ALSC. Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. i-1 0 -9 D-F 0 0 A-1 0 -58 F-E 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purfins B-H 0 -156 C-G 0 -101 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 3.25 BC 36 0.25 3.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end verlical(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. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page- Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3670 T1 1/SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM: DRW: FGE2 Wgt:101.3 lbs 02/25/13 1'3"4 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 14 A A B C D E F G H V�=3M' K L M N 0 PQ ri Al AH AG AF AE ADAC AB AA z Y X VV V U T S III1X3 1111X3 III1X3 III1X3 III'M21AII 1X3 III1X3 III1X3 III1X3 lII1X3 lII1X3 III1X3 III1X3 III1X3 19'3"10 19'3"10 Loading Criteria(ps� Wind Criteria Snow Criteria(pg.Pf 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/defi U# Loc R /U /Rw /Rh /RL /W TCDL 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 S 2098 /- /- I- /231 BCLL: 0.00 Enclosure:NA Lu NA Cs:NA VERT(TQ: 0.000 B 999 360 Al Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 Q - - Bearing At Fcperp=565psi. Des Lif. 55.00 EXP:NA HORZ(TL): 0.001 B NCBCLL: 10.00 Mean Height:NA ft Code/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: 0.220 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.039 A-B 0 0 1-1 0 0 Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: O�045 B-C 0 0 J-K 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 K-L 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 L-M 0 0 Wind Duration:NA WAVE VIEW Ver:12.03.00.1116.01 E-F 0 0 M-N 0 0 Lumber Additional Notes F-G 0 0 N-0 0 0 G-H 0 0 O-P 0 0 Top chord 4x2 SP_#3_12A See detail STRBRIBRO211 for bracing and bridging H-1 0 0 P-Q 0 0 Bot chord 4x2 SP_#3_12A recommendations. Webs 4x2 SP_#3_12A Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with "I 2A"use design The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC. 1-4-0. AI-AH 0 0 AA-Z 0 0 Bracing AH-AG 0 0 Z_Y 0 0 Sheathing is required for any I ongitudi nal(drag) AG-AF 0 0 Y_X 0 0 forces.All connections to be designed by the AF-AE 0 0 X_W 0 0 building designer. AE-AID 0 0 W-V 0 0 Fasten rated sheathing to one face of this frame. AD-AC 0 0 V_U 0 0 AC-AB 0 0 U-T 0 0 Plating Notes AB-AA 0 0 T-S 0 0 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: AJ-A1 0 -9 Q_S 25 0 Chord Spacing(in oc) Start(ft) End(ft) A-Al 0 -59 S-R 0 -8 TC 24 0.13 18.93 BC 120 0.13 1&93 Maximum Gable Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Gables Tens.Comp. Gables Tens. Comp. at 24"OC unless shown otherwise above. B-AH 0 -150 J-Z 0 -133 End Vertical Attachment C-AG 0 -129 K-Y 0 -133 Attach notched end vertical(s)to next end vertical D-AF 0 -134 L-X 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails E-AE 0 -133 M-W 0 -134 through wide face or(3)cty.1-1/2"leg 16-Gage 1" F-AD 0 -133 N-V 0 -131 wide(minimum)Crown staples on each narrow face. G-AB 0 -133 O-U 0 -143 H-AA 0 -133 P-T 0 -109 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Plyl 1 SEQN:3842 T41 SY42 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 1 FROM DRW: FGE3 Wgt:81.7 lbs ... / — 02/25/13 1'3"4 1'2"8 1'2"8 1'2"8 1'2"8 i 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 "12 i- - i i- - i I A B C D E F G H I J K L M go-- AB �9— N 0 11,�XA Z y X W V U T S R Q 4 �112X4 15'3"8 15'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/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): 0.000 B 999 360 0 1657 /- /- /- /- /183 BCLL' 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.000 B 999 360 AA Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration*NA HORZ(LL): 0.001 M - - Bearing AA Fcperp=565psi. Des Ld: 55.00 EXP NA HORZ(TL): 0.001 B - - NCBCLL 10.00 Mean Height:NA it Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI 0.220 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI* 0.039 A-B 0 0 G-H 0 0 Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.045 B-C 0 0 H-1 0 0 C&C Dist a NA ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: C-D 0 0 I-J 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:12.03.00.1116.01 E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 L-M 0 0 Top chord 4x2 SP—#3_12A Truss must be installed as shown with top chord up. Bot chord 4x2 SP—#3 12A The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Webs 42 SP—#3-1� 1-4-0. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"12A"usedesign AA-Z 0 0 U-T 0 0 values approved 1/5/2012 by ALSC. Z-Y 0 0 T-S 0 0 Bracing Y-X 0 0 S-R 0 0 X-W 0 0 R-Q 0 0 Sheathing is required for any longitudinal(drag) W-V 0 0 Q-P 0 0 forces.All connections to be designed by the building designer. V-U 0 0 P-0 0 0 Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. AB-AA 0 -9 M-0 26 0 Purlins A-AA 0 -59 O-N 0 -8 In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(Ibs) to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.13 14.92 B-Z 0 -150 H-T 0 -133 BC 120 0.13 14.92 C-Y 0 -129 I-S 0 -134 Apply purlins to any chords above or below fillers D-X 0 -134 J-R 0 -131 at 24"OC unless shown otherwise above. E-W 0 -133 K-Q 0 -144 End Vertical Attachment F-V 0 -133 L-P 0 -108 Attach notched end vertical(s)to next end vertical G-U 0 -133 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. If BCSi 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3458/T45/HIP- 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 3 FROM: DRW HJ01 Wgt:30.8 lbs 02/25/13 4'9"15 84 ::65 8P"13 4'9"l 5 6 ,8 C 12 4.24 C:7- 2X4 B --3X4(B2)A 6'10 4X4 E D 8'1'3 8'1"3 X11 3 Loading Criteria(psf) 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 PP 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):-0.011 B 999 240 A 226 93 /0 /0 /4.2 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.012 E 999 180 D 263 /103 /1.5 BCDL 5.00 Risk Category:11 Snow Duration-NA HORZ(LL):-0.005 D - - C 25 /23 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.011 E Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.62 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 4.2 Soffit: 2�00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0,352 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Stcl 2007 Max BC CSI: 0.719 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.225 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FTIRT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 - A-B 232 -352 B-C 48 -62 Lumber Top chord 2x4 SP-#2-12A Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP-#2-12A Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP-#3-12A Lumber grades designated with"'I 2A"use design A-E 3Z7 -210 E-D 0 0 values approved 1/5/2012 by ALSC. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. ------(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 8.36 B-E 241 -367 BC-From 2 plf at 0.00 to 2 plf at 8�36 TC- 103 lb Conc.Load at 2.87 TC- 206 lb Conc.Load at 5.70 BC- 57 lb Conc.Load at 2.87 BC- 115 lb Conc.Load at 5.70 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 -0.06 -0.04 TC 24 -0.13 8.24 BC 75 -0.06 8.24 Apply purfins 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 3-6-2, 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:I I T39 HIP_ 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: I DRW HJ01A Wgt:37.1 1 02/25/13 �9��15 8'4"5 8 13 3'6"6 D 12 4 24 i�z2X4 C 3X4 B 3X4(C4) F�' F E 8'1"3 8'1"3 8413 Loading Criteria(psfi 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 PP Deflection in loc L/defl U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 F 999 107 A 216 /145 /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.019 F 689 90 E 160 /137 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.006 B - - D 26 /17 1- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.014 B Wind reactions based on MWFRS NCBC1-L 10.00 Mean Height:22.62 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 4.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.172 E Min Brg Width Req= - Load Duration 1.25 BCDL:3.0 psf TPI Sid 2007 Max BC CSI: 0.438 D Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.126 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/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:12.03.00.1116.01 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 210 -220 C-D 40 -45 Top chord 2x4 SP-#2-12A The overall height of this truss excluding overhang is B-C 209 -219 Bot chord 2x4 SP-#2-12A 3-6-2. Webs 2x4 SP #3 12A Maximum Bot Chord Forces Per Ply(Ibs) .Lt Slider 2x6�§P T2-12A:BLOCK LENGTH= 2.593' Chords Tens.Comp. Lumber grades designated with"l 2A"use design values approved 1/5/2012 by ALSC. F-E 0 0 Special Loads Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 2 plf at 0.00 to 2 plf at 8.36 BC-From 2 pif at 0.00 to 2 pIf at 8.36 C-F 212 -228 TC- 53 11b Conc.Load at 2.87 TC- 154 lb Conc.Load at 5.70 BC- 25 lb Conic.Load at 2.87 BC- 87 lb Conc.Load at 5.70 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 8�36 BC 100 0.00 8.36 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind, 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 HIP_ 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 2 DRW: HJ02 Wgt:18.2 lbs 02/25/13 12 2.83 C 3X4(C4) 3X4 B 3X8(C4) LO A i- 6 1"5 1 kw�� 1 0"l 5 4'17 4'17 4 15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defil/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 1W TCDL: 7�00 Speed: 130 mph Pf:NA Ce NA VERT(LL): 0.006 B 999 240 A 125 /10 /4.9 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.015 8 999 180 D 38 /2 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration NA HORZ(LL): 0.003 B - - C 36 /23 /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.007 B 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= 4.9 Soffit: 2�00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.129 D MinBrgWidthReq= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.062 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.025 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration 1.60 WAVE VIEWVer:12.03.00.1116.01 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 98 -95 B-C 9 -7 Top chord 2x4 SP-#2_12A Bot chord 2x4 SP #2 12A :Lt Slider 2x4 SP-#3-12A:BLOCK LENGTH= 2.475' Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 4.12 BC-From 2 plf at 0.00 to 2 plf at 4.12 TC- 60 lb Conc.Load at 2.87 BC- 21 lb Conc.Load at 2.87 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 4.12 BC 49 0.00 4.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-5-15. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 EON 3650/T81 MONO 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty- 2 FRO M: R HJ03 W t:1 1.2 Ibi D W1 02/25/13 12 4.24 Ill 2X4 =-3X4(Bl) �0 F-1 6'6 L-1 X 1112X4 C 219113 w1A A 219113 Loading Criteria(pso 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 Udefl U# Loc R /U /Rw /Rh RL W- TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 93 /20 /49 /34 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 86 /35 /52 /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 C Wind reactions based on MWFRS Des Ld: 32.00 EXP C HORZ(TL): 0.002 C A Min Brg Width Req= 7.8 NCBCU-: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit� 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.151 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.060 Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.071 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 19 -46 Wind Duration:1.60 WAVE VIEW Ver:12.03,00.1116.01 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP-#2 12A Chords Tens.Comp. Bot chord 2x4 SP-#2-0�12A A-C 5 -9 Webs 2x4 SP-#3-1 Lumber grades designated with"12A"use design Maximum Web Forces Per Ply(Ibs) values approved 115/2012 by ALSC. Webs Tens.Comp. Purlins B-C 138 -69 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 24 010 0.15 TC 24 0.00 2.77 BC 31 0.10 2.77 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 1-6-2. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN 3884 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 4 FROM: HJ04 Wgt:21.0 lbs ... 02/25/13 B 12 4.24 3X4(B2) A T 6"l 0 C 6'11"6 8 6'11"6 14 Loading Criteria(pso 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 L/defl Lj# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 169 47 /- /- /- /7.0 BCLL 07.00 Enclosure:Closed Lu NA Cs:NA VERT(Tl-)�NA C 99 /- /5 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.011 C B 107 /53 1�5 Des Ld: 32.00 EXP C HORZ(TL): 0.022 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.0 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.859 C Min Brig Width Req- - Load Duration:1.25 BCDL:3.0 psf TPI Std 2007 Max BC CSI: 0.539 B Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Disti 0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 000 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camberi Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Ch rds Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver*12.03. A-B 36 -37 Lumber Top chord 2x4 SP-#2_12A Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP #2-12A Chords Tens.Comp. Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. A-C 0 0 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6�95 BC-From 2 plf at 0.00 to 2 plf at 6.95 TC- 51 1 b Conic.Load at 1 A6 TC- 155 lb Conc.Load at 4.29 BC- 28 lb Conic.Load at 1.46 BC- 86 lb Conic.Load at 4.29 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 0.07 0.08 TC 24 0.00 6.95 BC 82 0,07 6.95 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 3-0-2� 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3444 T49 JACK 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 6 FROM DRW: Jol Wgt 6 1 lbs 02125/13 12 6 B C:) 3X4(B2) (D A 610 X 21 8 21 2'1"8 Loading Criteria(psf) 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 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):NA A 68 /13 134 143 /3.5 BCUL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 28 /- /11 /- /1.5 BCDL: 5�00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 B B 52 /45 /29 /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B Wind reactions based on MWIFIRS NCBCLL: 10.00 Mean Height:21.64 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.182 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std* 2007 Max BC CSI: 0.056 B Min Brg Width Req= - Spacing:24.0 MWIFIRS 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%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) — Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 — Lumber A-B 23 -65 Top chord 2x4 SP–#3-12A Bot chord 2x4 SP–#3-12A Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with '12A"use design Chords Tens.Comp, values approved 1/5/2012 by ALSC. A-C 0 0 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 O�06 2.00 BC 22 0.06 ZOO 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 1-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 T40 JACK 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qtyi 2 DRW- J01A Wgt:10.3 11 ... 02125113 12 6 C 3X4(C4) 5�3X4 IBI 3X4(C4) CD A 6"10 8--4 2' IT 2' 2`1.8 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Flf 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 Udefl U# Loc R I U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERT(I-Q:-0.001 B 999 112 A 113 /38 /101 /43 /3.5 BCLL 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL):-0.001 B 999 112 D 13 /14 /19 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 B - - C 26 /40 /11 11.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.64 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 15 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.189 D MinBrgWidthReq= - Load Duration:1.25 BCDL:3.0 psf TPI Std 2007 Max BC CSI: 0.049 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Disti 0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.014 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:O�18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:12.03. A-B 184 -232 B-C 13 -49 Lumber Top chord 2x4 SP–#3_12A Bot chord 2x4 SP–#3-12A :Rt Slider 2x6 SP #2 12A:BLOCK LENGTH= 1.833' Lumber grades designated with"12A"use design values approved 11512012 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 2.00 BC 24 0,00 2.00 Apply purins 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. Left cantilever is exposed to wind Left bottom chord exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:I SEON 3448/T46 JACK 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach. Qty: 6 DRW J02 Wgt:12.1 lbs FROM: 02/25/13 B 12 6 3X4(B2) T A 6"10 C 4' 8 4' "8 Loading Criteria(psf) Wind Criteria Snow Criteria(pg,Ff in PSF) Defl1CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 133 /31 /69 /89 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 57 /- /23 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.004 B B 103 /87 /58 /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.006 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.14 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.476 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: O�250 8 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:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) — Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 1 — Lumber A-B 46 -86 Top chord 2x4 SP–#3_12A Bot chord 2x4 SP–#3—12A Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Chords Tens.Comp. values approved 1/5/2012 by ALSC. A-C 0 0 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 0.06 4.00 BC 46 0.06 4.00 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 2-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3474 T44 JACK 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty:_2 FROM: DRW -0 2A Wgt:16.3 lbs ... 02/25/13 C 12 6 6 3X4 B �3M C4 C\I -3X4(C4� )6A T 6"10 8"4 4' 1]8 4' "8 Loading Criteria(pso 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 Udefl L/# Loc R U /Rw /Rh /RL /W TCDL- 7,00 Speed: 130 mph Pf-NA Ce:NA VERT(LL):-0.015 B 999 240 A 166 57 /149 /89 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 B 999 180 D 44 /40 /63 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.017 B - - C 77 /73 /47 /1.5 Des Ld 32.00 EXP:C HORZ(TL): 0.022 B Wind reactions based on MWIFIRS NCBCLL: 10�00 Mean Height:22.14 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.358 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.315 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.033 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration 1.60 WAVE VIEW Ver 12.03.00.1116.01 Lumber A-B 344 -441 B-C 36 -71 Top chord 2x4 SP–#3_12A Bot chord 2x4 SP #3 12A :Lt Slider 2x6 SP–#2-12A BLOCK LENGTH= 1.833' Lumber grades designated with"l 2A"use design values approved 1/5/2012 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 4.00 BC 48 0.00 4.00 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. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3452 1 T35 EJAC 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach City: 18 FROM: DRW /1 J03 Wgt:18.0 lbs 02/25 3 B 12 6 Cl) —3X4(B2) T A 6"10 C 6' 8 6' 6 1"8 Loading Criteria(psrI Wind Criteria Snow Criteria(Pg,Flf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-110 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 199 51 /103 1136 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 86 /- /36 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.011 B B 153 /130 /86 /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.019 C Wind reactions based on MWFRS NCBCLL' 10.00 Mean Height:22.64 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit, 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.973 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.562 B Min Brg Width Req= - Spacing:24.0 MWIFIRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 000 Bearing A Fcperp=565psi. C&C Dist a:4.50 It FT/RT:30.0%(0.0%)/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 12.03.00.1116.01 Chords Tens.Comp. Lumber A-B 69 -118 Top chord 2x4 SP–#3_12A Bot chord 2x4 SP–#3-12A Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Chords Tens.Comp. values approved 1/5/2012 by ALSC. A-C 0 0 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 0.06 6.00 BC 70 0.06 6.00 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 3-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Plyl 1 SEQNi 3466 T42/'EJAC D 7RW. 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 8 FROM: J03A Wgt:22,2 lbs, 02125/13 C 12 6 5�3X4 B V�4�C4) 3X 4 T 8"4 6' 6 -8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:INA PIP Deflection in loc Udefl J# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.047 8 999 240 A 229 81 /205 /136 /3.5 BCUL: 0.00 Enclosure:Closed Lu:INA Cs:INA VERT(TL): 0.074 B 838 180 D 73 /66 /106 11.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL) -0.052 B - - C 127 /113 /78 11.5 Des Ld: 32.00 EXP:C HORZ(TL): 0,083 B Wind reactions based on MWFRS NCBCLL: 10,00 Mean Height:22.64 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req 3.5 Soffit ZOO TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.757 D Min Brg Width Req - C Min Brg Width Req Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.677 Bearing A Fcperp=565psi. Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.057 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): ----------- Chords Tens.Comp. Chords Tens. Comp Wind Duration:1.60 WAVE VIEW Ver:12.03,00.1116.017 A-B 565 -723 B-C 58 -105 Lumber Top chord 2x4 SP–#3-12A Bot chord 2x4 SP #3 12A ,Lt Slider 2x6 SP–#2-12A:BLOCK LENGTH= 1.833' Lumber grades designated with '1 2A"use design values approved 1/5/2012 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 24 000 6.00 BC 72 0.00 6.00 Apply pudi ns 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. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply I SEQN:3597 T21/JACK 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 4 FROM DRW J04 Wqt:8.7 lb- 02/25/13 12 4 [:�::- - TDRW/ 02/25/13 3X4 B C EE 3X4(C3) -�2M(C3) A 6"5 8"4 2' "8 2-----P'1"8 Loading Criteria(ps� Wind Criteria Snow Criteria(pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCILL: 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): 0.001 D 999 79 A 111 /22 /75 /23 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 D 999 79 D 11 /4 /5 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.000 C - - C 30 /24 /10 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI 0.152 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI 0.055 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI 0.072 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) - Chords Tens.Comp. Chords Tens. Comp, Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 - Lumber A-B 220 -237 B-C 10 -26 Top chord 2x4 SP-#3-12A Bot chord 2x4 SP #3 12A :Rt Slider 2x4 SP-#3-12A:BLOCK LENGTH= 1.750' Lumber grades designated with"12A"use design values approved 1/5/2012 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 2.00 BC 24 0.00 2.00 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, Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-2-5. 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. If BCSI 1-03 has not been shipped to the site with the Component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN-3602 T51 EJAC 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 4 FROM: DRW: J05 Wgt:11.6 lbs 02/25/13 12 4 C B 3X4(C3) 3X4 --2X4(C3) A 8"4 3' J'i8 3' ±1"8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl -/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 208 A 134 23 /85 /35 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0,009 B 999 180 D 28 /- 110 11.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.003 B - - C 53 134 /24 /1�5 Des Ld: 32.00 EXP:C HORZ(TL): 0.006 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: Z00 TCDL:4.2 psf Bldg Code: FBC 2010 RES MaxTCCSI: 0.197 D MinBrgWidthReq= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: O�060 C Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 093 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FTIRT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VlEW /er'12.03.00.1116.01 — A-B 291 -324 B-C 18 -27 Lumber Top chord 2x4 SP-#3-12A Bot chord 2x4 SP-#3-12A Lt Slider 2x4 SP-#3-12A:BLOCK LENGTH= 1.750' Lumber grades designated with"12A"use design values approved 1/5/2012 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 3.00 BC 36 0.00 3.00 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-6-5. 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. if BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 �SEQN:3646 T22/MONO 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Oty: 4 FROM: DRW: J07 Wgt 7 5 lbs ... 02/25/13 12 6 1112X4 T C) 3X4(B2) A 6"10 z III 2X4 C 2' A A 21 �8 1,"'.8 Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,FIf in PSF) DeMCSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: 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):NA A 68 /7 /35 /34 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs-NA VERT(TL):NA C 64 /31 /42 /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.105 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.054 Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.034 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 21 -39 Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP–#3 12A Chords Tens.Comp. Bot chord 2x4 SP #3 12A Webs 2x4 SP–#3-1;D� A-C 2 -3 Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins B-C 76 -51 to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 2.00 BC 22 0.06 2.00 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 1-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3878/T65 JACK 1355 Ocean Blvd,Atlantic Beach 1355-Ocean Blvd,Atlantic Beach Oty: 8 FROM DRW J08 Wgt:3 2 Ilbs, 02/25/13 12 6 B --3X4(B2) C:) A CT) X C 1 1 '8 Loading Criteria(psfl Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CS1 Criteria A Maximum Reactions(Ibs) 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):NA A 35 1 /17 /17 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL) -0.000 B B 25 /18 /15 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B 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= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.042 C Min Brg Width Req- - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.012 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%(0.0%)/10(0) Mfg Sperified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s)i Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 Lumber A-B 11 -31 Top chord 2x4 SP_#3_12A Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP-#3-12A Chords Tens.Comp. Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. A-C 0 0 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 0.06 1.00 BC 10 0.06 1.00 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_0_10� 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN 3882 T64 JACK 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 8 FROM: DRW: J09 Wgt:9 1 lbs ... 02/25/13 12 B 6 CD 3X4(B 2) T A 6"'10 31 1 8 31 31- "8 Loading Criteria(psfl Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Cei NA VERT(LL):NA A 101 12 /53 /52 15.5 BCUL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TQ:NA C 43 /- /17 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration NA HORZ(LL):-0.001 B B 77 /49 /46 /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 I Misc Criteria Creep Factor 1.5 A Min Brg Width Req= 5�5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.254 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.138 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:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration 1.60 WAVE VIEW Ver*12.03.00.1116.01 Chords Tens.Comp. Lumber A-B 35 -62 Top chord 2x4 SP–#3 12A Bot chord 2x4 SP–#3-12A Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Chords Tens.Comp. values approved 1/5/2012 by ALSC. A-C 0 0 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 0.06 3.00 BC 34 0.06 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 2-0-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply:1 SEQN:3874 T58 EJAC 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Oty: 12 FROM: DRW:/ ... 02/25/13 J10 Wgt:15.0 lbs B 12 IS 6 T7D RW 02/25/13 3X4(B2) 6"10 C 5- '111P 5' 5111"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf 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 L/# Loc R U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 166 24 /88 187 /5.5 BCLL: 0.00 Enclosure:Closed Lui NA Cs:NA VERT(TL):NA C 72 /- /30 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.006 C B 128 /80 /75 /1.5 Des Ld: 32.00 EXP�C HORZ(TL): 0.011 C Wind reactions based on MWIFIRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req 5.5 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.659 C Min Brg Width Req - Soffit: 2.00 B Min Brg Width Req Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.391 Bearing A Fcperp=565psi Spacing:24.0 MWIFIRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0 000 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)110(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 I VIEW Ver:12.03.00.1116.01 A-B 57 -96 Lumber Top chord 2x4 SP–#3-12A Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP–#3—12A Chords Tens.Comp. Lumber grades designated with"12A"use design values approved 1/512012 by ALSC. A-C 0 0 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 0,06 5.00 BC 58 0.06 5.00 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 3-0-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO P, SEON:3531/T47/HIPS �DRW: 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach FROM: T01 �Qt'.yt";5 8 6 1 b s 02/25/13 311"12 6' 9'11"12 13'9"12 1 1,2"4 29- 31-1OW4 3.1 3' "12 2'10"41 3'11 12 3.,O�.4 --T1 112 -11 0.4 T3 010 3X4 2 12 --8X8 3X4 4[271 -1-11010 6 D E F G H 0,3X4 B 3X4 K X5�11) C 6=1 o 4( X4[16] �4X5[28)p- 3XU4[l 01 -4 P 0 I I I 2VX 4 98 -4X4,231 -30[321 1114X4 3' 3' 3'7"8 All 94"� 12 -+1'6 4 37'8 3' 3'. 6' ITT 12' 1'6"4 1; 21 2'4"8 29' 32' 35 "136' �25-8 Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.398 F 999 416 BCLL: 0.00 A 2615 /1287 1 /0 /3.5 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.763 F 545 416 K 2616 /1288 0 /0 /35 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS Des LcF. 32.00 EXP:C HORZ(TL): 0.141 C A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:22.64 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CS] 0.464 Bearings A&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.958 Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI 0.964 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2315 -4673 F- ; 4107 -8160 - Wind Duration:1.60 WAVE,HS VIEW Ver:12.03.00,1116.01 B-C 2589-5198 G-H 3871 -T704 Lumber Pur-lins C-D 3247 -6-482 H-1 3248 -64&4 Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins D-E 3871 -7703 1-1 2589 -5199 TZ T3 2x6 SP SS Dense_1 2A: to laterally brace chords as follows E-F 4107 -8160 J-K 2315 -4674 Bot chord 2x8§P-§S Dense-12A Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 S P-#3-1!A TC 24 0.00 35.00 Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 2A"use design BC 57 0.15 34.85 Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC, Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. A-V 4131 -2043 O-P 7T75 -3918 Special Loads Additional Notes V-U 4158 -2058 P-0 6616 -3325 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac'�1.25) U-T 4656 -2316 O-N 6615 -3325 TC-From 56 plf at 0.00 to 56 Of at 600 The overall height of this truss excluding overhang is T-S 6615-3325 N-M 4657 -2316 TC-From 28 plf at 6.00 to 28 plf at 29.00 3-6-10. S-R 6614 -3325 M-L 4158 -2058 TC-From 56 plf at 29.00 to 56 plf at 35�00 R-Q 7T74 -3917 L-K 4132 -2044 BC-From 10 plf at 0.00 to 10 plf at 6.01 BC-From 5 plf at 6.01 to 5 plf at 28.99 BC-From 10 plf at 28.99 to 10 plf at 35.00 Maximum Web Forces Per Ply(lbs) TC- 179 11b Conc,Load at 6.01,28.99 Webs Tens.Comp. Webs Tens. Comp. TC- 153 lb Conc.Load at 8.06,10.06,12.06,14.06 V-B 295 -536 Q-G 499 -245 16.06,17.50,18.94,20.94.22.94,24.94,26.94 BC- 349 lb Conc.Load at 6.01,28.99 B-U 571 -295 G-P 4T7 -732 BC- 86 lb Conc.Load at 8.06,10.06,12.06,14.06 C-U 367 -62 P-H 1432 -718 16.06,17.50,18.94,20.94,22.94.24.94,26�94 C-T 2372-1209 H-N 815 -1376 T-D 816 -13T7 N-1 2371 -1209 Plate Shift Table D-R 1432 -719 M-i 571 -295 JT Plate Lateral Chord JT Plate Lateral Chord R-E 478 -732 1-M 366 -62 No Size Shift Bite No Size Shift Bite E-Q 500 -246 J-L 295 -536 [10] W3X4 S 1.75 [11] W4X5 1.75 R 1.50 F-Q 355 -437 [12] W4X4 S 1.25 [161 W4X4 S 1.25 [23) W4X4 S 1.25 [27] W4X4 S 1.25 [28] W4X5 3.25 R 1.50 [32] W3X4 S 1.75 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO SEQN:3504 T50 HIPS 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach FROM. DRW: TOIA lbs Page 1 of 2 02/25/13 I(rO 6 11�5. 2" 6"10 T' 14 4 12 7 1112�4 --FP310 --5X7 G 6 �(a) (a) H�U4(C-4) 'k 3X4 3X4 �132 ET 3X8 --3X4 1112A4 1112X4 3X4 P 0 N L K 3X8 18'9"2 3,1".1.10 17J 5,1 O';�_ 6'1 S"l 2 21 1132 110"-1"'214 2 j 2 p. 2 i,.,4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Stdi ASCE7-10 Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udell L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf,NA Ce:NA VERT(LL):-0.093 J 999 240 A 709 /260 /0 /0 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.153 J 999 223 M 3194 /2103 /- /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.076 H - - 1 944 /651 /0 /0 /3.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.128 H Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.64 ft Code i Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit, 2.00 TCDL:4.2 psf Bldg Code� FBC 201 ORES Max TC CSI: 0.860 M Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.968 1 Min Brg Width Req= 3.5 Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.943 Bearings A,M,&I Fcperp=565psi. C&C Dist a�3.00 ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duratiom 1.60 WAVE,HS i VIEW Ver:12.03,00,1116.017- Lumber Plate Shift Table A-B 425 -1158 E-F 1410 -947 B-C 0 -359 F-G 791 -935 Top chord 2x4 SP-#2_12A:T2,T3 2x4 SP M-30: JT Plate Lateral Chord JT Plate Lateral Chord C-D 1409 -947 G-H 1049 -1382 Bot chord 2x4 SP-#2-12A No Size Shift Bite No Size Shift Bite D-E 1409 -947 H-1 1113 -1488 Webs 2x4 SP-#3-12A [10) W4X4 S 1.25 [151 W6X8 S 2.25 *Rt Slider 2x6 SP-#2_12A:BLOCK LENGTH= 1.833' (19] W4X4 1.50 R 11�50 Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 2A"use design Purlins Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC. In lieu of structural panels or rigid ceiling use purlins A-P 967 -341 M-L 897 -765 Bracing to laterally brace chords as follows: P-0 986 -344 L-K 1178 -899 (a)Continuous lateral bracing equally spaced on Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 35.00 O-N 300 0 K-J 1178 -899 member. BC 65 006 34.23 N-M 300 0 J-1 1167 -891 BC 65 12.00 12.00 Special Loads BC 65 23.00 23.00 Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BC 65 34.23 35.00 Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 0.00 to 56 plf at 6.00 Apply pudins to any chords above or below fillers TC-From 28 plf at 6.00 to 28 plf at 29.00 at 24"OC unless shown otherwise above. B-P 428 -73 M-F 1911 -2529 TC-From 56 pif at 29.00 to 56 plf at 35.00 B-0 498 -813 F-L 438 -290 BC-From 10 plf at 0.00 to 10 plf at 6.01 O-C 67 -234 L-G 120 -300 BC-From 5 plf at 6.01 to 5 plf at 28.99 C-M 1052 -1991 J-G 286 -183 BC-From 10 plf at 28.99 to 10 plf at 35.00 D-M 492 -614 TC- 179 lb Conic.Load at 6.01 TC- 153 lb Conc.Load at 8.06,10.06,12.06,14.06 28.99 TC- 127 lb Conic.Load at 16.06,17.50,18.94,20.94 22.94,24.94,26.94 BC- 349 lb Conic.Load at 6.01 BC- 86 lb Conc.Load at 8.06,110.06,12.06,14�06 BC- 73 lb Conc.Load at 16.06,17.50,18.94,20.94 22.94,24.94,26.94 BC- 233 lb Conc.Load at 28.99 Additional Notes The overall height of this truss excluding overhang is 3-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO SEQN 3504/T50/HIPS 1355 Ocean Blvd,Atlantic Beach FROM: DRW. T01A wolllyt 11,65 2 1 bs ID-')'f 1 02/25/13 Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Right bottom chord exposed to wind. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Plyl 1 SEQN�3544 1 T43)'HIPS DRW. 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 2 FROM. T02 Wgt:165.2 lbs 02/25/ 3 14'5"9 67 627.9 1"4 35' 4'110"12 Al"A 6'5"9 3'07 30 -5 3' 5�5 3�4 3�8 3�4 5�5 12 E 2X4 B H 0 2X4 -4X5([32�� L --4X5(B2) 6:Lo k4 0 1 N M L K 3'1 TAI 2f 56" 3'10"4 8'1"12 i - 26'10"4 35' E 2 12' 17'6" 23' Loading Criteria(ps� 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/defl L/# Loc R /U /Rw /Rh /RL JW TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.232 L 999 418 A 1149 /495 /515 /1 /105 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.456 L 918 418 1 1148 /495 /515 /0 /0 /3-5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.088 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.172 J A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:23.14 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5 Soffit, 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0 960 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959 Maximum Top Chord Forces Per Ply(lbs) Spacingi 24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: O�894 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 1005-2058 E-F 1196 -2344 Wind Duration:1.60 WAVE,HS VIEW Ver:12.03.00.1116.01 B-C 958 -1897 F-G 912 -1698 C-D 912-1697 G-H 958 -1896 Lumber D-E 1196 -2344 H-1 1005 -2058 Top chord 2x4 SP-#2-12A Bot chord 2x4 SP-#2-12A Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP #3_12A Chords Tens.Comp. Chords Tens. Camp. Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. A-N 1760 -828 L-K 2305 -1026 N-M 2304 -1026 K-J 2304 -1026 Purfins M-L 2304 -1027 J-1 1760 -829 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows� Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp- Webs Tens. Comp TC 24 O�06 35.00 TC 24 8.00 8.00 B-N 144 -126 L-F 265 -136 TC 24 17.50 17.50 C-N 532 -231 F-J 382 -732 TC 24 27.00 27.00 N-D 383 -733 J-G 532 -231 BC 72 0.06 34.94 D-L 265 -136 J-H 144 -126 BC 72 12.00 12.00 BC 72 23.00 23.00 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 4-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy 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 ABACO Ply:1 SEQN.3551 T38 HIPS '7 OM 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 2 7FROM �DRW T03 I Wgt:166.6 lbs 02125/13 6'0"12 10, 176" 25�. 6'0"12 3'11'A 35' 7'6" 7*6 6 07' 2 -77 lll�X4 �-5V E 12 2X4 6 F 2X4 -4X5(132 G-=4X5(B2) LT --------------------- 4Ab -3-X4 10' 2' H 2' 101 25' 35' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Plf in PSF)- Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.188 D 999 418 A 1149 /375 /524 /0 1131 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.368 D 999 418 G 1149 /374 /524 10 /0 /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.073 H - - Wind reactions based on MWFRS Des I-c[. 32.00 EXP:C HORZ(TL): 0.144 H A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:23.64 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: ZOO TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI 0.762 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI 0.981 Spacing:24.0 MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.408 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 991 -2040 D-E 1065 -1962 Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116.01 B-C 925 -1808 E-F 925 -1807 Lumber C-D 1065 -1962 F-G 991 -2040 Top chord 2x4 SID #2 12A Bot chord 2x4 SP-#2 12A Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP-#3-ITA Chords Tens.Comp. Chords Tens. Comp, Lumber grades designated with"12A"use design - values approved 1/5/2012 by ALSC. A-L 1742 -807 J-1 1582 -651 L-K 1 582 -651 1-H 1582 -651 Purlins K-J 1582 -651 H-G 1741 -807 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.06 35.00 TC 24 10.00 10.00 B-L 201 -214 J-E 508 -247 TC 24 25.00 25.00 C-L 3D6 -55 E-H 306 -54 BC 94 0.06 34.94 C-J 508 -247 H-F 201 -214 BC 94 12.00 IZOO D-J 300 -452 BC 94 23.00 23.00 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 5-6-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 S EQN 3577 T41 GABIL 0 --FM ABACO Ply:1 SEQN:3577 T41 GABIL DRW: 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach 7Qty 2 FROM: T04 Wgt:204.6 lbs 02125/13 2'1 "4 156" 1�2 1 T-13 2'10"3 '6" 28'9"4 '25" E2��11�2 4 12L i 2"6" 2 A 12 H 5X5 F L --3X3 1113XB Y3 E K N,5X7 12 6 T1 0 C (a) (a) TS 4X5 B P z�4X5 -3 4(C4 Q=-5X7(C4) 5X7(C* L 3X8 - 3X4(r-4 -3X8 V U r.,�T s R 3'3" 5'6" 56" 3'3" 8'9" 12' 176" 23' 26'3" 35' Loading Criteria(pq Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl]CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:INA Ct:NA CAT:NA PIP Deflection in loc Udell L1# Loc R /U 1Rw /Rh /RL /W TCDL: 7�00 Speed: 130 mph Pf:NA Ce:INA VERT(LL): 0.243 G 999 416 A 2036 /1144 /869 /2 /434 /3.5 BCLL: 0.00 Enclosure:Closed Lu:INA Cs:INA VERT(TL): 0.408 G 999 416 Q 2036 /1145 /869 /0 /0 /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.092 R - - Wind reactions based on MWFRS HORZ(TL): 0.155 R A Min Brg Width Req= 3.5 Des Ld: 32.00 EXP:C Q Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:25.35 ft Code I Misc Criteria Creep Factor:1.5 Bearings A&Q Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.885 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.964 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI� O�585 Chords Tens.Comp Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: - GCpi:O�18 Plate Type(s): A-B 3928 -3695 H-L 711 -478 Wind Duration:1.60 WAVE �VIEW�Ver 12 03�OO 1116�01 B-C 3555 -3593 1-K 2782 -2280 C-D 3466 -3270 K-M 2771 -2274 Lumber Loading D-E 3161 -2698 L-M 587 -555 Top chord 2x4 SP#2 12A:T1,T5 2x4 SP M-30: Truss spaced at 24.0"OC designed to support 2-0-0 E-F 586 -554 M-N 3161 -2699 Bot chord 2x4 SIP M-�-OTB2 2x4 SP-#2_12A: top chord outlookers.Cladding load shall not exceed E-G 2771 -2274 N-0 3467 -3270 Webs 2x4 SP-#3 12A 0,00 PSF.Top chord must not be cut or notched. F-H 711 -4T7 O-P 3556 -3594 :Lt Slider 2x6 SP T2 12A:BLOCK LENGTH ZOOO' G-1 2782-2280 P-Q 3929 -3696 Rt Slider 2x6 SP�-#i-12A:BLOCK LENGTH 2.000' Wind Lumber grades designated with"12A"use design Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/5/2012 by ALSC. member design. Chords Tens.Comp. Chords Tens. Comp. Bracing Additional Notes A-V 3134 -2969 T-S 2561 -2268 (a)Continuous lateral bracing equally spaced on See DWGS A14030ENC100212&GBLLETIN0212 V-U 2562 -2272 S-R 2561 -2268 member. for more requirements. U-T 2562 -2272 R-Q 3133 -2966 The overall height of this truss excluding overhang is Plating Notes 8-11-12� Maximum Web Forces Per Ply(Ibs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Purlins C-V 729 -579 T-N 474 -273 In lieu of structural panels or rigid ceiling use purlins V-D 535 -567 N-R 535 -567 to laterally brace chords as followsi D-T 473 -271 R-0 729 -579 Chord Spacing(in oc) Start(ft) End(ft) I-T 348 -259 TC 24 0.00 15.50 TC 24 12.98 17.50 Maximum Gable Forces Per Ply(Ibs) TC 24 15A3 19.50 Gables Tens.Comp. Gables Tens. Comp. TC 24 17.50 22.02 TC 24 19.57 23.00 F-G 283 -137 K-L 284 -137 TC 24 12.98 12.98 H-J 122 -126 TC 24 17.50 17 50 TC 24 22.02 22�02 TC 24 23.00 35.00 BC 65 0�00 35,00 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 BCS1 1-03,should be used in conjunction with the architectural plans during installation. if BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO SEGN OM Ply:1 SEQN:3592 T37 COMN 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Qty: 10 FROM: TDRW T05 Wgt*17n 18 lb 02J25113 i5l 8'10"9 17'6" 23'0"5 26'17 29'1'.. 35' J 2'11"8 3'1"2 5'6"5 1 5'6"5 3'1"2 5-11 E 5X5 12 :-gU4 D F'$'U4 6 F,-,- 53X8 C G 7-�ZU8 %.2X4 B (a) (a) H',2X4 -5X5(B2 3X4 �U 310 m-3X4 8'6"12 3'5"4 5.6., K 56" 8'6"12 1 3-5-A 8'6"12 12 176" 23' 26'5"4 35' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf,NA Ce:NA VERT(LL): 0.204 L 999 418 A 1278 /364 /521 /1 /229 /3.5 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.370 L 999 418 1 1278 /364 /521 /0 /0 /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.091 1 - - Wind reactions based on MWFRS Des 1-c[. 32.00 EXP:C HORZ(TL): 0,166 J A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:25.51 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI- 0,884 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.0oo Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.703 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 929-2344 E-F 728 -1560 Wind Duration:1.60 WAVE,HS VIEW Ver:12.03.00.1116.01 B-C 883 -2140 F-G 896 -2066 -burn ber Additional-Notes C-D 896-2065 G-H 883 -2140 Top chord 2x4 SP #2 12A The overall height of this truss excluding overhang is D-E 729 -1560 H-1 929 -2344 Bot chord 2x4 SP-#2-12A:B2 2x4 SID M-30: 9-3-10. Webs 2x4 SP-#3-1TA Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Chords Tens.Comp. Chords Tens. Comp. values approved 1/5/2012 by ALSC. A-N 2013 -737 L-K 1686 -527 Bracing N-M 1686 -527 K-J 1686 -527 (a)Continuous lateral bracing equally spaced on M-L 1686 -527 J-1 2014 -737 member. 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 B-N 244 -259 L-F 322 -555 Chord Spacing(in oc) Start(ft) End(ft) N-D 370 -133 F-J 372 -134 TC 24 0.06 35.00 D-L 322 -554 J-H 244 -259 TC 24 8.88 8.88 E-L 1040 -421 TC 24 17.50 17.50 TC 24 26.12 26.12 BC 95 0.06 34.94 BC 95 12.00 12.00 BC 95 23.00 23.00 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 BCS1 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO Ply]1 EON 3895 T6/COMN DRW: 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach City 2 FROM T05A Wg 736lb � ... / 02/25113 5'7"8 87' 1,1'8"3 17'2"8 2'11"13 �5'Tll 5 34'8"8 I- -i I " .2 2.11��a 5'11 5'6"5 2'11.18 57'1 3'1"3 F-5X5 12 03X4 E G�A 3X4 3X8 D H$t 3X8 I 2X4 C (a) (a) 2X4 3X4 B J ml�5(1212) 1115X7(E 0 3'5914 N 5'6" 5'6" 5 8'6"12 34'8"8 �36'11'�112 12311 W-8 17'2"B 22'8"8 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 Cti NA CAT:NA PP Deflection in loc Udefl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.178 G 999 415 A 1267 229 /513 1- /229 /- BCLL: 0.00 Enclosurei Closed Lu:NA Cs:NA VERT(TL): 0.323 G 999 415 J 1270 229 /519 /- /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.080 K - - wind reactions based on MWFRS HORZ(TL): 0.144 K A Min Brg W.dth Req= - Des 1-ii, 32-00 EXP:C i Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:25.51 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.879 Bearing J Fcperp=565psi Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991 maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 MWIFIRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.690 Chords Tens.Comp. Chords Tens. Comp C&C Dist a:9.00 ft FTIRT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpii 0.18 Plate Type(s): A-B 955 -2326 F-G 720 -1540 Wind Duration:1.60 WAVE,HS VIEW Ver:12.03.00.11 16�01 B-C 914 -2275 G-H B89 -2050 C-D 873 -2109 H-1 876 -2125 Lumber Additional Notes D-E 8a5 -2034 1-J 922 -2329 Top chord 2x4 SP-#2 12A The overall height of this truss excluding overhang is E-F 720 -1539 Bot chord 2x4 SP-#2-12A:B2 2x4 SP M-30: 9-3-10. Webs 2x4 SP #3 12A Maximum Bot Chord Forces Per Ply(lbs) .Lt Slider 2x4��P T3-12A:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"12A"use design - M-L 1671 -521 values approved 1/5/2012 by ALSC. A-0 1975 -723 O-N 1658 -516 L-K 1671 -521 Bracing N-M 1658 -516 K-J 2001 -731 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins C-0 236 -248 M-G 323 -556 In lieu of structural panels or rigid ceiling use purlins -135 to laterally brace chords as follows: O-E 364 -132 G-K 375 Chord Spacing(in oc) Start(ft) End(ft) E-M 317 -539 K-1 244 -259 TC 24 0.00 34.71 F-M 1018 -413 TC 24 8.59 8.59 TC 24 17.21 17.21 TC 24 25.83 25.83 BC 120 0.00 34.64 BC 120 11.71 11.71 BC 120 22.71 22.71 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious narne 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 ABACO Ply:1 SEQN:3612 T31 HIPM 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach City: I FROM: DRW T06 Wgt:26.6 lbs 02/25/13 3' 5'2"8 3' 2'2"8 12 4 4X8 1112X4 SEQN OM y TFR TDR7W y 7 - Igt 26 6 lbs 02/25/1 3X4 B 3,M(C3� =-2X4(C3) A T 6 1"5 0 F E 8"4 111 2X4 -=3X3[131 1 3'1"12 2'0"12 1 ---7-8 3'11"ll 2 5 2��" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs) TCLIL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT NA PP Deflection in loc Udefl U# Loc R U 1Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf,NA Ce:NA VERTLL): 0.004 F 999 240 A 297 97 / /3.5 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.007 F 999 180 E 268 80 / 11.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 E - - Wind reactions based on MWFRS Des Ld 32 00 EXP:C HORZ(TL): 0.002 E A Min Brg Width Req= 3.5 NCBCLL: lo.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.15o Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std 2007 MaxBCCSI: 0,151 Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0,088 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 A-8 191 -410 C-D 2 -5 WAVE-- �VIEW Ver 12 03 00 1116 01 B-C 105 -321 --Lu-.ber Wind Top chord 2x4 SP-#2-12A Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP #2 12A Webs 2x4 SP #3 1TA Left cantilever is exposed to wind Chords Tens.Comp. Lt Slider 2x4 SP T3-12A:BLOCK LENGTH= 1.750' Additional Notes F-E 297 -91 Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 1-6-5. Special Loads Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-F 71 0 D-E 29 -87 TC-From 55 plf at 0.00 to 55 plf at 3.00 C-E 103 -335 TC-From 55 plf at 3.00 to 55 plf at 5�21 BC-From 10 plf at 0.00 to 10 plf at 3.01 BC-From 5 plf at 101 to 5 plf at 5.21 TC- 89 1 b Conc.Load at 3.01 TC- 53 lb Conc.Load at 4.06 BC- 66 lb Conc.Load at 3.01 BC- 28 lb Conc.Load at 4.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [131 W3X3 S 1.75 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 5.21 BC 63 0.00 5.21 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. If BCS]1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy, 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 Ply:1 SEQN:3617 T32 HIPM ABACO Qty: 1 FROM: DRW: 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Wgt:26.6 lbs 02/25/13 T06A 5-4" 5 "8 1 2'4" 3- 12 4 =-4X8 1112X4 C D 3X4 B T --2X4(C3) A T 6's F E 8"4 1112X4 =-3X3[131 T.1 12- 1 2'2"4 1 5'5"8 3'r12 5'4 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Ff in PSF) Defi1CSI Criteria A Maximum Reactions(Ibs) TCLL: 2000 Wind Std: ASCE7-10 Pg:NA Ct:NA CATi NA PP Deflection in loc 1-1defi U# Loc R U Rw Rh RL I W- TCDL: 7.00 Speed: 130 mph Pf-NA Ce:NA VERT(I-Q: 0.004 F 999 240 A 305 99 - /3.5 BCLLi 0.00 Enclosure:Closed Lu�NA Cs:NA VERT(Tl-)� 0.008 F 999 180 E 268 79 1- I- - /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 E - - Wind reactions based on MWFRS HORZJL)� 0.002 E A Min Brg Width Req 35 Des Ld: 32.00 EXP:C E Min Brg Width Req - NCBCLLi 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Bearing A Fcperp=565psi. 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES MaxTCCSI: 0.162 Soffit: BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.158 aximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 Max Web CSI: O�092 rA Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Chords Tens.Comp- Chords Tens. Comp. C&C Dist a:4.50 ft FTIRT:30.0%(0-0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 187 -419 C-D 2 -5 Wind Duration:1.60 WAVE VIEW Ver:12.03.00.1116 01 B-C 110 -337 Wind Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP-#2-12A Wind loads and reactions based on MWFRS Chords Tens.Comp. Bot chord 2x4 SP #2--12A Left cantilever is exposed to wind Webs 2x4 SP-#3-1ZA F-E 311 -95 Lt Slider 2x4 SP-#3_12X BLOCK LENGTH� 1.750' Additional Notes Lumber grades designated with"12A"use design The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) values approved 1/5/2012 by ALSC. 11-6-5� Webs Tens.Comp. Webs Tens. Comp Special Loads C-F 72 o D-E 29 -88 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=l.25) C-E 106 -346 TC-From 55 plf at o.00 to 55 plf at 3.00 TC-From 55 plf at 3,00 to 55 plf at 5.33 BC-From 10 plf at o.00 to 10 plf at 3.01 BC-From 5 pif at 3.01 to 5 plf at 5.33 TC- 89 lb Conc.Load at 3.01 TC- 53 lb Conc.Load at 4.06 BC- 66 lb Conc.Load at 3 01 BC- 28 Ilb Conc.Load at 4.06 Plate Shift Table JT Plate Lateral Chord Plate Lateral Chord No Size Shift Bite No Size Shift Bite 1131 W3X3 S 1.75 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows! Chord Spacing(in oc) Start(ft) End(ft) TC 24 0�00 5.33 BC 64 0.00 5.33 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Ply:1 SEON 3629 T5/HIPM T07 Qty: 1 FROM W VIM 9' 02/25113 12 C 4 E:::::— III 2X4 3X4 B E�E3'X4(IC3) N --2X4(C3) T A 6"5 D 8"4 1112X4 5'2"8 5'2"8 Loading Criteria(pso Wind Criteria Snow Criteria(Pg.Ff 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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 B 999 240 A 201 /43 /119 /59 /3.5 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.043 B 999 180 D 141 /53 /73 /- /1,5 BCDL: 5.00 Risk Category:if Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS Des L(i. 32-00 EXP:C HORZ(TL): 0.028 B A Min Brg Width Req= 3.5 NCBCLL: 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 lost Bldg Code: FBC 20 1 ORES Max TC CSI 0.252 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: o.190 Spacing:24.0 MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.195 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 A-B 658 -721 B-C 23 -38 1—umber WAVE VIFW nq, Top chord 2x4 SID #2 12A Maximum Web Forces Per Ply(Ibs) Bot chord 2X4 SP #2—12A W ebbs T ens.Comp, Webs 2x4 SP #3– 1TA C-D 121 -106 :Lt Slider 2x4�§P-�-3-12A:BLOCK LENGTH= 1.750' Lumber grades designated with "I 2A"use design values approved 1/5/2012 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 5.21 BC 63 0.00 5.21 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-2-5, 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. If BCS1 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy, 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 Ply:1 SEQN�3624/T33 I HIPM ABACO Qty: 1 FROM: DRW:1 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Wgt 22.4 lbs 02/21/l 3 T07A 12 111 2X4 C 4 F�::- C) 3X4 B 3X4(C3) C14 C\I 2X 4(C3) D 9*fi 8"4 1112X4 5'4" -8 17- 5'4" 5 "8 A Maximum Reactions(Ibs) Snow Criteria(pg,Pf in PSF) Defl/CSI Criteria ,F Loading Criteria(psfl Wind Criteria 'fl Loc R /U /Rw /Rh /RL /W TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LJ# I � e 7 TCDL: 7.00 Speed: 130 mph Pf:NA Cei NA VERT(LL): 0.023 B 999 240 A 205 /80 1172 1- /59 /3.5 0 046 B 99 9 1,30 D 1 4 5 /62 1 1 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.046 B 999 180 D 145 /62 /114 /1.5 D HORZ(LL): 0.015 B - - Wind reactions based on MWFRS BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(TL): 0.030 B A Min B�rg Width Req= 3.5 Des Ld�. 32-00 EXP:C D Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factori 1.5 Bearing A Fcperp=565psi. TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.268 Soffit: 2�00 BCDL:3.0 psf TPI Std: 2007 Max BC CSIi O�220 aximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 Max Web CSI: 0.185 rCq In Spacing:24.0 MWIFIRS Parallel Dist:0 to h/2 Rep Factors Used:Yes ords Tens.Comp. Chords Tens. Comp. C&C Dist a:4.50 ft FT/RT:30.0%(0-0%)/10(0) Mfg Specified Camber: A-B 641 -717 B-C 24 -39 GCpi:0.18 Plate Type(s): VIEW Ver:12.0100-1116,01 Wind Duration:1.60 WAVE Maximum Web Forces Per Ply(Ibs) Lumber Webs Tens.Comp. Top chord 2x4 SP-#2 12A C-D 115 -109 Bot chord 2x4 SP-#2-0�12A Webs 2x4 SP #3 1 Lt Slider 2x4 SP T3—12Ai BLOCK LENGTH� 1.750' Lumber grades designated with"'I 2A"use design values approved 1/5/2012 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 5.33 BC 64 0.00 5.33 Apply purfins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWIFIRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-2-5 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO P,IT I SEQN:3634 29/MONO 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach ty: 5 FROM:- T08 DRW .. �Ivc Q! 29 A 02/25/13 12 4 [::�— 1112X4 C 3X4 B �EE3X4(C2� F S EON 3634IT29/MONO 0 FR M --2X4(C;*! 3) cli 6"5 D 8"4 1112X4 5'2"8 5'2"8 Loading Criteria(psf) 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 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): 0.021 B 999 240 A 201 /43 /119 /61 /3.5 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.043 B 999 180 D 140 /58 /78 /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.014 B - - Des Ld. 32-00 EXP:C Wind reactions based on MWFRS HORZ(TL): 0.028 B A Min Brg Width Req= 15 NCBCLL: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 MaxTCCSI- 0.252 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0,115 Spacing:24,0 MWFRS Parallel Dist:h12 to h Rep Factors Used:Yes Max Web CSI: 0.195 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(O.O%)/lo(o) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:o.18 Plate Type(s): — Wind Duration:1.60 A-B 657 -723 B-C 23 -42 Lumber WAVE VIEW Ver:12.03,00.1116.01 Top chord 2x4 SP #2 12A Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP #2—12A Webs Tens.Comp. Webs 2x4 SP #3– 1TA C-D 132 -106 :Lt Slider 2x4�P T3-12A:BLOCK LENGTH= 1.750- Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. Purlins In�ieu of structural panels or rigid ceiling use purlins to aterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.21 BC 63 0.00 5.21 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. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-3-2 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. If BCSI 1-03 has not been shipped to the site with the Component pictured on this page. Please contact Apex Technology for a free copy. 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 Ply�1 SEQNi 3640/T23 MONO OM ABACO Qty� 7 FROM: DRW: 1355 ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Wgt:22.4 71bs 02/25/13 T08A 12 1112X4 C 4 3X4 B 3X4(C3) =-2X4(C3) C,4 A T 6"5 D 8"4 111 2X4 5'4" 5-4" 5V8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Flf 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-1defi L1# Loc R U /Rw /Rh /RL /W TCDL� 7.00 Speedi 130 mph Pt NA Ce:NA VERT(LL): 0.023 B 999 240 A 205 44 1121 /- /62 /3.5 BCLL: 0�00 Enclosure:Closed Lu:NA Cs:NA VERT(TQ: 0.046 B 999 180 D 144 60 180 1- /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.015 B - - Wind reactions based on MWFRS -- HORZ(TL): 0.030 B A Min Brg Width Req� 3.5 Des Ld 32-00 EXP:C Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req� - NCBCLL: 10.00 Mean Height:15.00 ft S Max TC CSIi 0.268 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL�4.2 psf Bldg Code: FBC 201 ORE BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.193 aximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 Max Web CSI: 0.200 M Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Mfg Specified Camber: Chords Tens.Comp- Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) A-B 676 -743 B-C 24 -43 GCpi:0.18 Plate Type(s)� VIEW Ver:12.03.00.1116.01 Wind Duration:1.60 WAVE --------- Maximum Web Forces Per Ply(Ibs) Lumber Webs Tens.ComP. Top chord 2x4 SP-#2 12A C-D 134 -109 Bot chord 2x4 SP #2-0�12A Webs 2x4 SP-#3-1 Lt Slider 2x4 SP-#3-12A:BLOCK LENGTH= 1.750' Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC Purlins In lieu of structural panels or rigid ceiling use purfins to laterally brace chords as follows: Chord Spacingfin oc) Start(ft) End(ft) TC 24 0.00 5.33 BC 64 0.00 5.33 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. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-3-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy 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 ABACO P ItY"t 12 SEQN:3914/T16 GABL Q y 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach y 2 T09 FROM: DRW Wgt 1 10 07.8,bs 7-'10" 7 8 1 b q4'77, 02/25/13 -i �5' 2-�A 1101, 57' 3 91101, 13'6"13 19'8" 5' �7 F-4X4 %4X5=3X4(-) 1118X8 X4X5 -3X4(-) 12 B C E H G K 6 P =4XZI(1�2) -3X4 5X5 M--3X4(B2) P 0 N 14'9"4 3X4[2 4-10"12------------- 5'3"8 4'6"8 ��4'6'8 5'3"8 --------+��9-10 14A 8 19'8" 93'8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Flf in PSF) Deft1CS1 Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/clefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.095 E 999 240 A 939 1312 /- I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(TL): 0.182 E 968 180 N 1429 /463 /0 /0 /5.5 BCDL:- 5,00 Risk Category:It Snow Duration:NA HORZ(LL): 0,027 N - - M 219 /78 Des Lci: -320o EXP:C /- /- /3.5 HORZ(TL): 0.054 N Wind reactions based on MWFRS NCBC1-L:lo.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 20 10 RES Max TC CSI 0.593 N Min Brg Width Req= 5,5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: o.990 M MinBrgWidthReq= 3.5 Spacing:24.0 MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI- 0.888 Bearings A,N,&M Fcperp=565psi. C&C Dist a:4,50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Spedfied Camber GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE Chords Tens.Comp. Chords Tens. comp. Lumner VIEW Ver:12.03.00.1116.01 Wind A-B 557 -1631 F-J 34 -193 Top chord 2x4 SP-#2 12A Wind loads and reactions based on MWFRS. B-C 465 -1410 G-1 43 -40 Bot chord 2x4 SP #2-12A Webs 2x4 SP #3- 1TA C-D 60 -244 I-K 39 -36 Additional Notes C-E 433-1247 J-K 60 -243 Lumber grades designated with"'I 2A"use design See DWGS A14015ENC100212&GBLLETIN0212 D-F 34 -191 K-L 71 -197 values approved 1/5/2012 by ALSC. for more requirements. E-G 437 -1252 L-M 135 -331 Special Loads The overall height of this truss excluding overhang is 5-1-12. Maximum Bot Chord Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Chords Tens.Comp. Chords Tens. Comp. TC-From 56 plf at 0.00 to 56 pff at 5.00 TC-From 28 plf at 5.00 to 28 olf at 14.67 A-P 1390 -467 O-N 1344 -497 TC-From 56 plf at 14,67 to 56 plf at 19.67 P-0 1344 -497 N-M 484 -190 BC-From 10 plf at 0 00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 9.83 BC-From 5 plf at 9-83 to 5 plf at 14.66 Maximum Web Forces Per Ply(Ibs) BC-From 10 off at 14-66 to 10 plf at 19.67 Webs Tens.Comp. Webs Tens. Comp. TC- 235 lb Conc.Load at 5.01,14.66 TC- 128 lb Conc.Load at 7.06,9.06,10.60,12.60 B-P 184 0 G-N 501 -1432 BC- 171 lb Conc.Load at 5.01,14.66 P-G 73 0 N-L 245 -469 BC- 72 lb Conc.Load at 7.06,9.06,10.60,12.60 G-0 300 -9 Plating Notes Maximum Gable Forces Per Ply(Ibs) All plates are 2X4 except as noted. Gables Tens.Comp. Gables Tens, Comp. (**)2 plate(s)require special Positioning.Refer to scaled plate plot details for special Positioning D-E 59 -88 1-J 61 -90 requirements. F-H 168 -220 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [24] W3X4 S 1.25 Loading Gable end supports 8"max rake overhang. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 Plyl 1 SEQNi 3914 1 T16 GABIL ABACO Qty! 2 FROW DRW: 1355 Ocean Blvd,Atlantic Beach Wgt:107.8 lbs Page 2 of 2 02125/13 T09 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as followsi Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 7.83 TC 24 5.98 9.83 TC 24 7.77 11.83 TC 24 9.83 13.69 TC 24 11.90 19.67 TC 24 5.00 5.00 TC 24 14.67 14.67 TC 24 5.98 5�98 TC 24 9.83 9.83 TC 24 13.69 13.69 TC 24 14.67 14.67 BC 93 0.06 19,60 BC 93 983 9.83 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 ABACO P Q'ty Ply:1 SEQN:3870 T1/SPEC 1355 Ocean Blvd,Atlantic Beach 1355 Ocean Blvd,Atlantic Beach Oty: 5 FROM: TIO DRW: Wg WM A q r�Jb 02125/13 4'11"12 14�8 19,81, ;;44 4'11"12 4'10"4 4"1 U C=4X4 12 6 F,-,- 1112X4 B D 1112X4 3X4(B2) E 3X4(82) 3X4 =-3X4 H G F 14'9"4 �U4 4'10"12------------ 61"8 4'8"8 ---------------- 1 14'6"8 19'8" Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 B 999 240 A 521 /149 /243 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 B /126 /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.012 F 9-99 180 F 683 /183 /262 /0 /0 /5.5 Des Ld- 3-2.0o EXP:C - E 195 /57 /104 /- /- /3.5 HORZ(TL): 0.025 F - - Wind reactions based on MWFRS NCBCLL: lo.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.319 F Min Brg Width Req= 5.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.653 E Min Brg Width Req= 3.5 Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.415 Bearings A,F,&E Fcperp=565psi. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. L-.mber Wind Duration,1.60 WAVE Top chord 2x4 SP #2 A-B 303 -871 C-D 198 -231 - 12A B-C 398 -843 D-E But chord 2x4 SP #2-12A 100 -244 Webs 2x4 SP-#3- 1TA Lumber grades designated with"'I 2A"use design Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/5/2012 by ALSC. Chords Tens.Comp. Chords Tens. Comp. Purlins A-H 720 -207 G-F 351 -58 In�ieu of structural panels or rigid ceiling use purlins H-G 351 -58 F-E 337 -50 to aterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 19.67 Webs Tens.Comp, Webs Tens. Comp. TC 24 9.83 9.83 BC 120 B-H 200 -271 C-F 90 -396 0.06 19.60 H-C 535 -201 F-D 209 BC 120 9.83 9.83 -291 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, Additional Notes The overall height of this truss excluding overhang is 5-5-10. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 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 CITY OF ATLANTIC BEAGH, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002319 Date 4/17/13 Property Address . . . . . . 1355 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 265000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLERT DESIGNS BOSCO BUILDING CONTRACTORS 465 BEACH AVENUE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 28 FIXTURES Sub Contractor COGBURN AND WAKEFIELD PLBG Permit Fee . . . . 251 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/14/13 ---------------------------------------------------------------------------- Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. 611 average depth required. A Right-of-Way Permit must be obtained for use of pavers in the right-of-way. A Revocable Encroachment Permit must be obtained for pavers in the right-of-way. Concrete driveway aprons, if used, must be 511 thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing PERMIT IS 1AP"W�41W6i'IN A1�1-PA&kF44 RIA4i; CWR'r4SAARQC�PAVOAPNRNFig%'�CME FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J1 Page 2 Application Number . . . . . 13-00002319 Date 4/17/13 ---------------------------------------------------------------------------- Special Notes and Comments and Sediment Control Inspection prior to start of construction. POOL - Wellpoint (if used) must discharge into vegetated area 10 , minimum from street or drainage feature (swale, structure or lagoon) . Separate permit required. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 77 STATE PLBG DBPR SURCHARGE 3 . 77 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 251 . 00 251 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 54 7 . 54 . 00 . 00 Grand Total 258 . 54 258 . 54 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 '3 67S� JoB ADDRESS: 1 0� cAfJ PERM1T# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE oF FIXTURE QTY TYPE oF FiXTURE QTY Bathtub Septic Tank&Pit Shower Clothes Washer Shower Pan Dishwasher Slop Sink Drinking Fountain Three Compartment Sink Floor Drain Toilet Floor Sink Urinal o"�'�r-1 Hose Bibs vacuum Bre-akers Kitchen Sink Water Connected Appliances Laundry Tray Water Heater Lavatory Water Treating System Other Fixtures RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Water Heater Lavatory Water Treating System Other Fixtures MISCELLANEOUS: er o Grease Interceptor (Trap) gallons(Requires 3 sets of plans) Ei Sewer Replacement C3 Back Flow Prevent o Well Ei Lawn Sprinkler System-Number of Heads ** SJR WD Well Completion Form- Completei-form to be submitted to the-Building Department for final inspection. Ei Other d for six months.I hereby certify that I have read ence within a six month period or work is suspended or abandone Permit becomes void if work does not comm es governing this work will be complied with whether specified this application and know the same to be true and correct. All provisions of laws and ordinaric or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name 130 S&& 'b LA PhoneNumber 96q Z-1 1-63Z�cj up-i (/J AWVr-,e pli AA L OfficePhone 90Y-S 12-16 Fax 90 3?1 -60 Plumbing Company - C State f7L- Zip 3 2 2-1 Q.- Co. Address: 5. ity -A A, )( License Hold J State Certification/Registration# 114 2-�91 14 0 7760 -0 v DJW 4�4 Notarized Sig M. onded T N t Public Underwriters Bonded T re s 20-L Signature of Notary CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002319 Date 6/05/13 Property Address . . . . . . 1355 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 265000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLERT DESIGNS BOSCO BUILDING CONTRACTORS 465 BEACH AVENUE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HAMMOND AIR CONDITIONING INC Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/02/13 ---------------------------------------------------------------------------- Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. 611 average depth required. A Right-of-Way Permit must be obtained for use of pavers in the right-of-way. A Revocable Encroachment Permit must be obtained for pavers in the right-of-way. Concrete driveway aprons, if used, must be 511 thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing PERMIT ISa0t6iMib iMIN IN )CgMUAC�tE 1�14hll iP- NW)ff Ail?AA71'UW�61i O&WAN4Pk"E FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002319 Date 6/05/13 ---------------------------------------------------------------------------- Special Notes and Comments and Sediment Control Inspection prior to start of construction. POOL - Wellpoint (if used) must discharge into vegetated area 10 , minimum from street or drainage feature (swale, structure or lagoon) . Separate permit required. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 11S . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904)247-5845 JOB ADDRESS: N� 0av PERMIT# 13 - 2311 PROJECT VALUE $ 14 C:;o 0 ARI# qLsvi4siq REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity -Z- Tons Per Unit 3G�ea o '2 -.5-)(?-- Heat: Unit Quantity I- BTU's Per Unit 1%OL-sD Seer Rating 13 Duct Systems: Total CFM IG00 REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Ratiniz Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps 4 Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number TLt t-oz ij=o Office Phone Fax Mechanical Company Co. Address: ?§ji2. &:Ajee- i'�owc� City f7L_ -7 >�Aig-- State—zip 372P License Holder(Print): jState Certification/Registration ICAC-11 I UA5-) Notarized i atmrP.,af,&"pjLUder-- -61 t-ORAUAM ---i..� OMMISSION#[)W�re e this day 10 MY 0 [C INMAN!February 14,2014 Nil Nfty Public e of Notary Publi �7&44-e - 0 Abaco- 1355 Ocean Blvd Atlantic Beach FL 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 r RHVACReSlDaNnAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Wednesday, March 13, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D- Rhvac-Res idential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Liacksonville,FL 32218 Page 2 1 [Pr qed Report [General Project Information Project Title: Abaco- 1355 Ocean Blvd Atlantic Beach FL 32233 Project Date: Wednesday, March 13, 2013 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241-0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimvAlliams@homebuildingstore.com [—Des�nData Reference City: Jacksonville, Florida Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hurn Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 LC e�ck F i�v, S Total Building Supply CFM: 1,849 CFM Per Square ft.: 0.603 Square ft. of Room Area: 3,068 Square ft. Per Ton: 781 Volume(W)of Cond. Space: 29,090 Building Loads Total Heating Required Including Ventilation Air 40,245 Btuh 40.245 MBH Total Sensible Gain: 40,643 Btuh 86 % Total Latent Gain: 6,499 Btuh 14 % Total Cooling Required Including Ventilation Air: 47,143 Btuh 3.93 Tons (Based On Sensible + Latent) otl�� s Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,lnc�.71 Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 LJacksonville,FL =18 Page 3 [Misceflaneous Report I System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Llr�� 7)ata D!y Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 Upstairs Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer 94 77 47% 50% 75 48.06 [Duct Sizing inputs Main Trunk Runouts Calculate: Yes Yes Use Scheclule� Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft-/min 750 ft./min Minimum Height.- 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 121 CFM 121 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 29,090 Cu.ft. X 29,090 Cu.ft. 7,273 Cu.ft./hr 7,273 Cu.ft./hr X 0.0167 X 0,0167 Total Building Infiltration: 121 CFM 121 CFM Total Building Ventilatiom 0 CFM 0 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier- 41.76 = (11-10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(62 CFM) Summer Infiltration Specified: 0.250 AC/hr(62 CFM) ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (11.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(59 CFM) Summer Infiltration Specified: 0.250 AC/hr(59 CFM) [Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From scription Location Ceiling Leaka MDD I Supply Main Attic 16B 0.09 6 402 No 1 Return Main Attic 16B 0.15 6 74 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From [No Type Description Location Ceiling Leakaqe Insulation Area MDD 1 __ Supply_Main __ -Affic 16B 0.09 6 427 No 1 Return Main Attic 16B 0.15 6 79 No C:\...\Abaco-1 3550ceanBiv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,—Inc- Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 I Jac*sonville,FIL M18 Page 4 koad Preview Report Net Rec ft 2 Sen Lat Net Sen Sys Sys Sys Duct [S�e Ton Ton [Ton Area Gain Gai n Gain Loss Htg Cig Act Size CFM CFM CFM Building 3.93 4.52 679 3,068 40,643 6,499 47,143 40,245 814 1,849 1,849 System 1 2.20 2.52 591 1,488 2Z659 3,763 26,422 23,764 481 1,031 1,031 1N15 Duct Latent 740 740 Zone 1 1 48,3 2 2 5 9 3 2 2 5,--�2 23 4 81, 1,031 1 031 i2x 15 1-Great Roo,,l 365 4-� 2-Office 251 3-Dming 36 4 4-Bath 4 0 5-Br 4 VJI C 8 6-Bedroom 4 135 I-Kir,hc System 2 1.73 2.00 791 1,580 17,984 2,736 20,720 16,481 333 818 818 I0x16 Duct Latent 802 802 1.580 17-984 1�934 19.918 16.481 333 818. 818 10x16 1�200 24 41 47 1-4 9-Mastef Be,-. 4404 89 24ii 242 3--5 10-M VM 656 1 26 1-4 11-M aster Bath 2 127 43 3 73 1-5 12-M Water Closet 733 15 25 1-4 13-Bedroom 2 .--912 59 167 2--5 14-Bat� 2 84 2 5 1-4 15-Bath 3 542 11 34 1-4 16-Bedroom 3 ",,077 62 J 170 2--5 17-Laundry 146 15 29 1-4 CA...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Jacksonville, FL 32218 Page 5 [Dud Size Preview- Room or Minimum Maximum Rough. Design SP Duct Duct Htg Cig Act. Duct Duct Nam�: Velocity Vel ob ty Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 464.4 126 365 365 4-6 2-Off ice 450 750 0 0.1 613.8 109 251 251 3-5 3-Dining 450 750 0 0.1 414.4 43 36 36 1-4 4-Bath 4 450 750 0 0.1 0 0 0 0 0-0 5-Br 4 WIC 450 750 0 0.1 87A 14 8 8 1-4 6-Bedroom 4 450 750 0 0.1 493.3 87 135 135 2-5 7-Kitchen 450 750 0 01 578.9 102 237 237 3-5 Other Ducts in System 1 Supply Main Trunk 650 900 0 01 824.7 481 1,031 1,031 12x15 System 2 Supply Runouts Zone 1 8-Loft 450 750 0 0.1 538.2 24 47 47 1-4 9-Master Bedroom 450 750 0 0.1 591.6 89 242 242 3-5 1 0-M WIC 450 750 0 01 301.4 13 26 26 1-4 1 1-Master Bath 450 750 0 01 537.8 43 73 73 1-5 12-M Water Closet 450 750 0 0.1 288.2 15 25 25 1-4 13-Bedroom 2 450 750 0 0.1 610.8 59 167 167 2-5 14-Bath 2 450 750 0 0.1 61 2 5 5 1-A 15-Bath 3 450 750 0 0.1 392�6 11 34 34 1-4 16-Bedroorn 3 450 750 0 0.1 621.6 62 170 170 2-5 1 7-Laundry 450 750 0 0.1 330.1 15 29 29 1-4 Other Ducts in System 2 Supply Win Trunk 650 900 0 01 736.4 333, "818 818 10x16 Summary System 1 Heating Flow: 481 Cooling Flow 1031 System 2 Heating Flow: 333 Cooling Flow 818 CA ...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elife-S-oftware-Development,Inc. Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 6 i [Total Building Summary Loads Com nent Area Sen Lat Sen Total Quan Loss Gain Gain 1 OD-f: Glazing-French door, double pane low-e glass (e 240 3,192 0 5,860 5,860 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 4A-6-o� Glazing-Double pane low-e (e= 0.20 or less), 354.1 4,711 0 7,925 7,925 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2570.4 6,641 0 3,743 3,743 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1596.7 1,941 0 2,759 2,759 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 166 8,566 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-1 9: Floor-Over open crawl space or garage, Passive, 80 152 0 56 56 R-19 blanket insulation, any cover Subtotals for structure: 25,203 0 20,343 20,343 People: 5 1,000 1,150 2,150 Equipment: 0 5,350 5,350 Lighting: 0 0 0 Ductwork: 9,979 1,542 9,580 11,122 Infiltration: Winter CFM: 121, Summer CFM: 121 5,063 3,957 2,531 6,488 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 1,690 1,690 Total Building Load Totals: 40,245 6,499 40,643 47,143 -ires Total Building Supply CFM: 1,849 CFM Per Square ft.: 0.603 Square ft- of Room Area: 3,068 Square ft. Per Ton: 781 Volume (W) of Cond. Space: 29,090 [pu_ ads Total Heating Required Including Ventilation Air: 40,245 Btuh 40.245 MBIH Total Sensible Gain: 40,643 Btuh 86 % Total Latent Gaim 6,499 Btuh 14 % Total Cooling Required Including Ventilation Air: 47,143 Btuh 3.93 Tons(Based On Sensible+Latent) L Notes R v hvac is an ACCA approved Manual J and Manual D compu er program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Abaco-1 3550ceanBiv.rhv Wednesday, March 13, 2013, 12:58 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Sottware Development,Inc. Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 -Jacksonville,FL 32218 Page 7 LBuilding Pie Chart Infiltration 13% Floor 22% Building Roof 5% Ductwork 25% Loss 40,245 Btuh Wall 17% Glass 20% Floor 0% Roof 6% AED Excursion 4% Wall 8% Infiltration 14% Building Gain 47,143 Btuh Glass 29% Ductwork 24% People 5% Equipment 11% CA...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:58 PM Rhvac-Residential&Light Commercial HVAC Loads Elite s—oftware Development,Inc. Home Energy Services Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 8 S tem I Room Load Summary YS- Htg Min ---Run Run Cig Room Area Sens Htg 7�' Q r_7 No Name Stuh CFM Size - ---zone 1--- 1 Great Room 410 6,248 126 4-6 464 8,016 1,289 365 365 2 Office W3 5,3137 109 3-5 614 5,519 454 251 251 3 Dining 248 2,117 43 1-4 414 795 195 36 36 4 Bath 4 63 0 0 0-0 0 0 0 0 0 5 Br 4 WIC 28 677 14 1-4 87 168 67 8 8 6 Bedroom 4 225 4,295 87 2-5 493 2,957 366 135 135 7 Kitchen 341 5,041 102 3-5 579 5,205 652 237 237 Duct Latent 740 System 1 total 1,488 23,764 481 22,659 3,763 1,031 1,031 System 1 Main Trunk Size: 12xl 5 in. Velocity: 825 ft./min Loss per 100 ft.: 0.105 in.wg Cooli m Summwy Cooling Sensible/Latent Sensible Latent---. Tons Split Btuh Btuh--- _1146 ___ ____ ___2211369 Net Required 2.20 860% 3,763 26,422 Actual: 2.45 75%/25% 22,050 7,350 29,400 �'Xquipment Data fern System —Irfeating SVst Cooling Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA031****A CH13NA031****A Indoor Model: FFlENP030 Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7-7 HSPF 13 SEER Sound: Capacity: 30000 29400 Sensible Capacity: n/a 22,050 Btuh Latent Capacity: n/a 7,350 Btuh AHRI Reference No.: n/a 5389854 L C:\---\Abaco-13550ceanBIv.rhv Wednesday, March 13, 2013, 12:58 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Abaco-1355 Ocean Blvd Atlantic Beach FL 32233 Home Energy Services Pag.Q Jacksonville-,FL 32218 System 2 Room Load Summary --- Wtg min Run Run CIg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone I--- 8 Loft 162 1,200 24 1-4 538 1,032 139 47 47 9 Master BedTOOM 374 4,404 89 3-5 592 5,319 427 242 242 10 M WIC 154 656 13 1-4 301 578 81 26 26 11 Master Bath 195 2,127 43 1-5 538 1,612 306 73 73 12 M Water Closet 18 733 15 1-4 288 553 98 25 25 13 Bedroom 2 255 2,912 59 2-5 611 3,661 369 167 167 14 Bath 2 48 84 2 1-4 61 117 0 5 5 15 Bath 3 40 542 11 1-4 393 753 58 34 34 16 Bedroom 3 255 3,077 62 2-5 622 3,726 369 170 170 17 Laundry 79 746 15 1-4 330 633 87 29 29 Duct Latent --- 802 System 2 total 1,580 16,481 333 17,984 2,736 818 818 System 2 Main Trunk Size: 10x16 in. Velocity: 736 ft./min Loss per 10 0 ft.: 0.093 in.wg Summary COW9 SensiblelLatent Sensible LatentIM Tons Split Btuh Btuh Net Required 1.73 87% / 13% 17,984 2,736 20,720 Actual: 1.95 75%/25% 17,550 5,850 23,400 W&pment Data Tlq!_Fq_�W -M Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model� CH13NA024****A CH13NA024****A Indoor Model: FB4CNF024 i Brand: 13 SEER PURON HP 13 SEER PURON HP I Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 22000 23400 Sensible Capacity: n/a 17,550 Btuh Latent Capacity: n/a 5,850 Btuh AHRI Reference No.: n/a 5211580 C:\ ...\Abaco-1 3550ceanBIv.rhv Wednesday, March 13, 2013, 12:58 PM CERTIFIEDT. www.aht-idirectory.org A Certificate of Product Ratings AHRI Certified Reference Number: 3544549 Date: 6/5/2013 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 13PJL30 Indoor Unit Model Number: RHSL-HM3017+RCSL-H*3617 Manufacturer: RHEEM MANUFACTURING COMPANY Trade/Brand name: RHEEM 13PJL SERIES Manufacturer responsible for the rating of this system combination is RHEEM MANUFACTURING COMPANY Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 28600 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 Heating Capacity(Btuh)@ 47 F: 27800 Region IV HSPF Rating (Heating): 8.50 Heating Capacity(Btuh)@ 17 F: 15600 Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes. The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated;entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual,personal and confidential reference. CERTIFICATE VERIFICATION SOP, Air-Conditioning,Heating, The information forthe model cited onthis certificate can be verified atwww.ahridirectory.org, A "t click on"Verify Certificate"link and enter the AHRI Certified Reference Number and the date on A#WU ON ILI and Refrigeration Institute which the certificate was issued,which is listed above,and the Certificate No.,which is listed below. @2013 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130149249356081482 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002828 Date 6/07/13 Property Address . . . . . . 13S5 OCEAN BLVD Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc GAS PIPING TO TANKLESS WH, RANGE & DRYER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLERT DESIGNS AEI INTERNATIONAL CORP. 465 BEACH AVENUE 7709 ALTON AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 724-9771 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/04/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 89 . 00 89 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax 04) 247-5845 JOB ADDRESS: .v�'—t�s ncekr� PERMU# 3 2J PROJECTVALUE $ 190D.00 NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating— Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty_ Automobile Lifts Gjas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PITING Heat Exchanger Quantity of Outlets 2- Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: 2AA:!�4,92 d- h�:L4A Pop"fkQ 16mj ?ermit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read his application and know the same to be true and correct. All provisions of laws and ordinances govemmg this work will be complied with whether specified )r not The permit does not give authority to violate the provisions of any other e or local law regulation construction or the performance of construction. P e Property Owners Name -S t- Phone Number ?31D Mechanical Company Af,,� 6,As 11�� Office Phor k-7,Vax -7 9E)l lk — I city JhtKx± state Co. Address: L�tc�-� kt 1,-e_ I --J:r zip 3 ZZY License Holder (Print): F�PA ,Ili State Certification/Registration# q9 I op Motarized Signature of License Holder 6-44ca Sworn and subscribed before me this �io day of jtj4l'� 20 ry b"c State of Flor"a Renee McGuire , s, 906 0 [=1,4 n=D1 7 oW P(,j* a ignature of Notary Public Notary Public state of Flc S tephan e tephanie Renee McGuire my commission DD906170 Expires 08/01/2013