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1840 Atlantic Beach Dr - SFR New Construction „:s1-- ,� �`'” `s \ CITY OF ATLANTIC BEACH ,,, j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 � INSPECTION PHONE LINE 247 -5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247 -5814 JOB INFORMATION: Job ID: 16 -SFR -152 Job Type: SINGLE FAMILY RESIDENCE Description: New Construction - SFR - 1388 sq ft Estimated Value: $500,000.00 Issue Date: 2/16/2016 Expiration Date: 8/14/2016 PROPERTY ADDRESS: Address: 1840 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: UTILITY DEPT.: PUBLIC WORKS: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Maximum width of driveway is 20' with 3' flares. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on -site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right - of -Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right -of -way restoration, including sod, is required. Sidewalk must continue thru driveway. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. AV CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $840.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 STATE DBPR SURCHARGE $25.20 SEWER SDC- SYSTEM DEV CHG $4,050.00 WATER CONNECT/TAP & METER $370.00 WATER CROSS CONNECTION $50.00 WATER SDC- SYSTEM DEV CHG $1,140.00 Total Payments: $8,330.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Doc # 2016026194, OR BK 17450 Page 2019, Number Pages: 1, Recorded 02/04/2016 at 08:19 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT (PREPARE tN DUPLICATEI Permit No Tax Folio No 169505 -1590 State of FLORIDA County of DUVAL To whom It may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes. the followIng Information Is stated In thls NOTICE OF COMMENCEMENT. Legal description of property being Improved: 67-132 08- 2s -29e .31 ATLANTIC BEACH COUNTRY CLUB UNIT 2 LOT 59 1840 ATLANTIC BEACH DRIVE, ATLANTIC BEACH, FL 32233 Address of property being improved. General description of improvements NEW CONSTRUCTION - SFR owner BRIGGS, GARRETT L Address 6 NORTH RAVENSFIELD LANE, ORMOND BEACH, FL 32174 -3892 Owners Interest In site of the improvement NEW SINGLE FAMILY RESIDENCE Fee Simple Titleholder of other than owner) Name Address Contractor MATTHEW ROBERTS (RIVERSIDE HOMES OF NORTH FLORIDA, INC.) Address 12276 SAN JOSE BLVD. SUITE 120, JACKSONVILLE, FL 32223 Phone No. Fax Fax No. NIA Surety of any> Address _ -- Amount of bond $ Phone No Fax No. Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No Fax No Name of person within the State of Florida. other than himself, designated by owner upon whom notices or other documents may be served - Name Address ^hone No. F ?v No In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided In Section 713 06 (2) (ID). Ronda Statutes. (Fill in at O'vner's option). Name Address Phone No. Fax No . Expiration date of Notice of Commencement (the expiration date Is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER ( — 11 — (b ; t i DATE Signae:.y.�7r_sry'� \ n . , ua . . To in tM . County rof xr al. 1 tet e of F N m S> z County ofQu vtat of Florid,. has personally appeared n d 5e'S l Z /Ise L S lPIt �Ir2a himMltl herself and afirms that • abments and declarations herein 3 are true and accurate . D m oam N � m NOI Publ2 at Large.. C• "1 • A r� m Ai cymmlssion expins. _ 1 tD Or ger Knx�'n Y __ 9 Produced Identl5cehon —... Ir BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH r"' ", 1 ,q , 800 Seminole Road, Atlantic Beach, FL 32233 i „ . `, �, Office (904) 247 -5826 Fax (904) 247 -5845 - Job Address: i 4O lAck -lic j3Qae,1-1 °Pr i ,Da 33 Permit Number: /G 2 57 — f ,$`0 ID - T - 132. O13 - 0°IE. 31 ∎ 505- 15(:)( Legal Description I (3ur�ic. Uea�■ to e., at 1 Vent Z far' 99Parcel # • oor A rea s q. t. q . 't Valuation of Work $ / cOO Proposed Work heated /cooled e74 non- heated /cooled 1 Class of Work (circle one): 400 , Addition Alteration Repair Move Demolition pool/spa window /door Use of existing /proposed structure(s) (circle one): Commercial ' esidentia If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No /A Florida Product Approval # For multiple products use product app orm Describe in detail the type of work to be performed: M O CS�1S +Cu. - 3F 0- Property Owner Information: r Name: 3f • 14 S C 1 (Q.}} L. Address: tg N. g0.J2NS -t, U4. City r e c a • • . ., di State ip 11 Phone E -Mail or Fax # (Optional) Contractor Information: , 1 Company Name:2.l QXS``C�. 001$2.5 Pc. N . .FL /NC. Qualifying Agent: 1j c}��'"- Address: ■ aalk_o JbS . 131\Id 1 c City , k3,1' SCrvV i k t Q State fie.._ Zip 3 D.O.?3 Office Phone °1C)4 O3 -IC - Job iS te/ Contact Number 5 ijy p_ Fax # Ni 14 State Certification/Registration # C16iZ IQ 54135 Architect Name & Phone # N E. cL 1) 1 ' N • a 00. 3 Engineer's Name & Phone # .1.. • _ • . • It', • - _ - - ate_ 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. 1 certibi that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating onstruction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or i construction or work is suspended or abandoned for a period f six (6) months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certi6i that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether specified herein or not. The ranting of a permit does not presume to give authority to violate or cancel the provisions o any other feder state, or local law regulating construction or the performance of construction. 111.111111.11.11.111. nn Al� Q�r ,_ Signature of Contractor: �; 0i tq &CE'ri a R 4.64 —5 Print Name: rnQ' h - b x4 Sworn,Uupd subscrib efo e Swor and subscrib:. b-fo e rrt t this i "Day of � , 2041 is - ay of ��,` UTA 20 i 1 .4 _. ea.��olL•� -�. lam__ ��1 .`� ��i�trti�:.� i A..tr'r . ur lc r ` .'r •u. 1c Willell 0 P ro' Nota P u p blic State of Florida 1 ' Amber Arieberry ��"" P oR i Notary Public State of Florida 9 s My Commission EE 850279 a 1 Amber m ss bent' fov,;c' Expires 11/08/2016 d i a 4 � s e 4 My Commission EE 850279 . "J• cr t o Expires 11 /08/2016 rn r' , .9"1 r .., d r.. s.r W a 1 App leas e Coles: 2010 FLORIDA B UI BELOW - OFFICE USE ONLY Review Result (circle one)• Approved Disapproved Approved pp ved w /Conditions Review Initials/Date: y!'► Developm Size Habitable Space ?22 y S -' Non - Habitable 3�4 S. P Impervious area Miscellaneous Information Occupancy Group 2 - 3 Type of Construction t� Number of Stories Zoning District LGvn fr b Max. Occupancy Load Fire Sprinklers Required Flood Zone �c Conditions/Comments: �� I ►w.r+ mild \ ✓ v r 4 (*--- SITE PLAN L OT 59 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. \ GRAPHIC SCALE \ LINE TABLE 30 0 15 30 ci IMPERVIOUS COVERAGE LINE DIRECTION LENGTH , IMPERVIOUS Sq. FL LOT Sq. Ft. 0 L1(P) S32'41'16'E 160.43 'C♦ 6.596 Sq. Ft. 13.525 Sq. Ft. 496 12(9) 145718'44 - E 50.00 ( IN FEET ) 1 inch = 30 ft. \ SOD BREAKDOWN r5 TOTAL LOT AREA 13,525 Sq. 0 R/W TO CURB 2.166 Sq. Ft. lS GROSS SOD AREA 15,691 Sq. Ft. • b us DEDUCTIONS FOUNDATION SLAB 5,708 Sq. Ft. DRIVEWAY 1,091 Sq. Ft. �J LEAD WALK 68 Sq. FL SENFRAI NOTES: SIDEWALK AREA 567 Sq. Ft. 1. BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S32.41'16'1. \ Z. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1968. \ A/C PAD(5) & GARAGE 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE 'X' AS DEPICTED ON THE FLOOD INSURANCE SERVICE DOOR SLAB 9 Sq. Ft. RATE MAP (0.1.6.1.1.) COMMUNITY NUMBER 120077, PANEL NUMBER DOW DATED. JUNE 3, 2013, WATER /CONSERV . Sq. FL THE FLOOD ZONES SHOWN ON THIS SIZE PUN ARE SCALED OFF OF THE FE. M.A. 0.66.9. NAPS AND ARE FOR REFERENCE ONLY. THE FIRM. INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE 4 �QTAI DEDUCTIONS 7 09. Fl. VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE / ® NET SOD AREA 6,248 Sq. Ft BEEN SUBSEQUENT REVISIONS AFTER THIS DAIS THAT WILL SUPERSEDE SAID INFORMATION. SQUIRTS SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, �(� 1G � 4. FLOOD MAPS I REFERENCED HEREON A WORKS. EE BASED ON NAM) 1988. ^Y „ ' p ® \ 1. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES k NO IMPROVEMENTS, 010(8 THAN THOSE SHOWN \ .r• r� WERE LOCATED UNDER THE SCOPE OF THIS SITE PUN. .`c 1 J' INFORMATION ADDED TO THIS MAP AND /0R REPORT •T' I ' 6. ADDITIONS, DELETIONS AND /0R ANY WRITTEN 9a I5 PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 13.11 \\—• 7. THIS MAP 15 INTENDED 10 BE VIEWED AT A SCALE OF 1'.30' OR SMALLER. 8. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. r1 ,�,,, - 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL. VEGETATIVE. AND 1.3.11 � V ,* ,,, UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. , t, * ° , 11. THIS 91E PUN IS ONLY FOR THE LANDS AS DESCRIED. IT IS NOT A CERTIFICATE OF TITLE. �. � 'Cr., ZONING. EASEMENTS OR FREEDOM OF ENCUMBRANCES an 0 e. , ∎% WO. FREEDOM 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS rj � j A�,, •` ,,% % \ � ENVIRONMENTALLY SENSITIVE AREAS WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL. / M1'A j`�, , , , L STATE, REGIONAL OR F AGENCY, THE. AND COMM OR OTHER ENTITY AND ANY 'Nl ♦ '.1 � 'Y LIABILITY RESULTING THEREFROM IS NOT T THE RESPONSIBILITY OF THE UNDERSIGNED. v . ,'� . J♦ ) 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENBCAL WITH PLAT VALUES. 1,,_, i ,, � 14. THIS SITE PLAN IS BASED ON INFORMATION AS AS PROVIDED BY THE CLIENT. 15. BUILDING AND ,; ,,♦,�.� 21.17' r j /N PARCEL CELA PER D THE PLAT OTYIU BUILDING TIES ARE IT ESHINNE T O 19 FOUNDATION. I LOT 0' NDATON. R TO THE �P. * �( ♦� 17. THIS IS NOT A BOUNDARY SURVEY. • C , 18. PUBLI SIDEWAL DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE -'�j%- , L L \ SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND /0R DIMENSIONS REFER TO THE MOST CURRENT SET YP. 4 OF CONSTRUCTION PUNS THERE IS A MAXIMUM 20 SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND I 9 I0. 9 6T FLATWORK SHALL, AT A MINIMUM, MEET CURRENT DUVAL COUNTY AND ADA STANDARDS CROSS Z + ' MORE SHALL BE NO NO THAN 26. THE P081108 OF 196 SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT ♦ O \ UTILITIES (METER BOXES VALVES, ETC.) SHALL NOT BE INSTALLED WI1HIN THE SIDEWALK. • N ;� �' � A, \� 19. DRAINAGE STRUCTURES DEPICTED M U AY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. PROPERTY 20. A/C PADS MUST MAINTAIN 2' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO 6O \.3,�} A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES m , ' I. ', P y 4 \ 1 ° - � J B- F J , \ • _4 FRONT ^ 20 FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 6,b ' ^` r� ' � 15 FEET FROM BUILDING FACE OR PORCH TO BACK 00 RIGHT OF WAY: A Air, O d ( �i�, l • ) .4. � �• '0 EXCEPT CORNER /DOUBLE - FRONTAGE LOTS FOR WHICH THE NON- ADDRESS 'a fT 1 , ` \ �\ FRONT /SIDE MI FACE TO BACK OF MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING �• RIGHT OF WAY. 5.00 IA.* ; S I!. + '''ko a. °': %yc� 15 . 5 0' * ~ \ m DENOTES CHEMICAL TOILET o \� `0 � �� o i ` 15.50' - DENOTES FUTURE 4" TREE C. \ \ �� • s' a ° \� DENOTES PROPOSED CONCRETE cn I e4 \ ∎SS%i 11 0 j ® DENOTES PROPOSED PAVERS • J ��• ,,�O�i y AR, .P • A . m- , .,4 i J ,�`Q� 12. 91' f ® Y F \ /7 „:6 ,0 ‘ 12.91' \ 5 1 � o� eo N. a� Yr REVISION A: REVISED SITE PLAN - CHANGE DRIVEWAY k LEAD WALK (11/3/15) (511/NEB) PREPARED FOR: RIVERSIDE HOMES CER'r1Y1 D TO: RIVERSIDE HOMES La" BARTRA TRAIL SURVEYING. INC. arc . poems conor,Eirroiccm FM LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS _ -_ � 1501 COUNTY ROAD 315 SUITE N0. 108 (904 284 -2224 I _ �I GREEN COVE SPRINGS, FL 32043 FAX (904 284 -2258 CERTIFICATE OF AUTHORIZATION LH 1,89 1 """eL COPYRIGHT © 2015 - m meR . ..., c "'"•- ^ NOTATION: FARM. FLOOD ZONE X (N /A) � ,� „ "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was mode without benefit of abstract or W/ ELEVATION: ra - m m the results of o field survey made under y responsible search of title, and therefore the undersigned and Bertra Un i nr=r 4 A o w a .. r w 9 make n C ertifications 9 �" direction and complies with the latest Standards of Trail Surveying regording information PANEL NO.: r 9 120077 0406H 6/3/13 ,� �° Q „ Practice for Surveys as promulgated by the Florida Stole shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Hoppers, Chapter of easements, Rights -of -way, setback lines, overlaps, MPG: 5.1-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other N/A y ..a t statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. DATE: Fa ' _ , N/A N/A This survey is prepared and certified for the exclusive use of 10/27/15 I SCALE: 1' =30' ; , FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client nomed hereon and the survey mop and report of u wmn the copies thereof are not valid without the signature and PROJECT NO.: REVISION: �n OO y � r N/A the original raised seal of a Florida licensed surveyor and 1346 -15 -055 I A RAYMOND PAUL SUTHERLAND, P.S.M. mapper. '°'°'°`"'” STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAWN BY: SLL CHECKED BY: DBG SHEET 1 OF 1 f s-vr, � Atlantic Beach si ? � City y o of f Department APPLICATION NUMBER ., _ `� 800 Seminole Road CVFD (To be assigned by the Building Department.) �v zr Atlantic Beach, Florida 32233 -54 5 JAN c Phone (904) 247-5826 • Fax (9 4 247-5845 �o�� C J �_ I J;3ie Email: building- dept @coab.us `; , ' Date routed: 0 \�.\ 1 City web -site: http: / /www.coab.us -_ _ - -- APPLICATION REVIEW AND TRACKING FORM Dom. Property Address: \ 75 G ' RA C. �.C� `a D'•.•••-it review required Yes No \ m ‘e_..- g Applicant: �\ � ' S \ M i sQ _ � AC� P arming & Zoning Tree Administrator Project: `e.VJ Q._,O ,.), \ O \- ( Work) d 5� 1 Public Utilities j 3 9v - IP fp K Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: APPyCATION STATUS Reviewing Department First Review: Approved. 1 'Denied. (Circle one.) Comments: -ft‘ ,46/ / L(.„,a BUILDING PLANNING & ZONING y� Reviewed by:_�4‹ 7 v, /'�rt Date: �� / i4 TREE ADMIN. Second Review: 'Approved as revised. 1 (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: 1 'Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 thi“ ItitteuKte 1,r2 Lot-- Ii•O_X.1 so /. r > /j /60,3 lC 4,0,4/ s�.ro3.tr- f�o� yf- of x 1 '7,01 �2 . (lo, d 1 .r,,�� /.z . put )L 27.3 -1 32 41f it A, r2 .112 2 `be e 13' r ) X ' of a 1,0:1 b9.0 z.r / X /ez Lotki41 ._ ppX 12 _- 6,4 4 - oa i y3. 1'x''9 r ); 144,05 4 `1, fl t t 4C 3 P1A- 3C9 it 20 r WA u 3 ,rI - flAk,,�, City of Atlantic Beach ( APPLICATION NUMBER Building Department cc g De �' (To be assigned by the Building Department.) 800 Seminole Road % '4N Z J - 1 .g Atlantic Beach, Florida 32233 -5445 !8Y 2 6. 46 6 \ J �� 1 Phone (904) 247 -5826 • Fax (904) 247 = E -mail: building- dept @coab.us Date routed: Q — City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: \ RA kp„sc■V\C � �C � D- • : •• - It review required Yes No uilding Applicant: (.\ (gm s e s ., � Planning & Zoning � ■ Tree Administrator ( Project: \ `2-,V0 Q--,O`c r `A �` \ Q c P b Wor cPublic Utilities Public Safety Fire Services Review fee $ S Dept Signature Kw 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: I Approved. 1 1Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING �, 21111 b Reviewed by: a e: TREE ADMIN. Second Review: 'Approved as revised. 1 'Denied. LIC WO KS Comments: •UBLIC UTILITIES l 27— /tv PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 s!Ak� City of Atlantic Beach �� APPLICATION NUMBER a Building Department (To be assigned by the Building Department.) .. 800 Seminole Road ` S�(Z Atlantic Beach, Florida 32233 -5445 + Phone (904) 247 -5826 • Fax (904) 247 -5845 J,t t y E -mail: building- dept @coab.us Date routed: C)� City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: \ 5y 0 P h c \ \ C S . r - ^ \ C � � C � D- + = • - I t review required Yes No :uilding Applicant: �� S cL� 1�C> °L� P anning & Zoning Tree Administrator Project: `eA) Q- �` \ d Public Wor S� Public Utilities 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: ►` ['Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. 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 0- 41 .1:0 City of Atlantic Beach APPLICATION NUMBER :i Building Department -- '' fl ` - 800 Seminole Road (To be assigned by the Building Department.) 9 ,, Atlantic Beach, Florida 32233 -5445 — S�(Z 1 Phone (904) 247 -5826 • Fax (904) 247 -5845 \J,tisP E -mail: building- dept @coab.us Date routed: Q 1 1 �p City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: \ ' R A ` p „ N . \ C \ 1 C \ D- • ; - I t review required Y es o \ uilding Applicant: c \ �. S \ � _ ,� \ACU rn �� Panning & Zoning t� ■ Tree Administrator Project: \ \ `2..�.9J �OrS� C �c� \ Q r Public_Work ) K Public Utilities 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: 1 &roved. 1 'Denied. (Circle one.) Comments: 0 / BUILDING /1) �/ PL - • • I & ZONING Reviewed by: rn Dater/ lyI C, TREE ADMIN. Second Review: (Approved as revised. J (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: J (Approved as revised. I (Denied. Comments: Reviewed by: Date: Revised 07/27/10 s" CITY OF ATLANTIC BEACH : - .‘ , 1%> ':. ' ci s . _ _ . } P 6J BLIC UTILITTES 1200 Sandpiper Lane s� 4 i f' ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 247 -5874 NEW WATER/SEWER TAP REQUEST Date: / — 2 2 - / (,• Project Address: / g 7 Q AT ,q-km L .E ,1 No. of Units: 1 Commercial Residential V Multi-Family New Water Tap(s) & Meter(s) 3 " Meter Size(s)_________5_ New Irrigation Meter Upgrade Existing Meter from to (size) 3 '' New Reclaimed Water Meter V Size / New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /(v— SFR - / 5Z Water System Development Charge $ 1, / t/D, Od Sewer System Development Charge $ `,O SD , Up Water Meter Only $ / R- 06 Reclaimed Meter Only $ /83. 06 Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ rel. Ct Other $ TOTAL $ ,5' !a /D. OD APPROVED: Kavle Moore, PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE PEES CAN BE ASSESSED J 0 0 J it N V r O n r N rn m m n m v m v m R N N N •- (° Q n E3 E U E E a n E � ¢ o v ¢ Z o N N m . m ''='; S S N N o c c > • S o a l 0 0 0 0 0- O o ° rn p v -5 m m = _ • ° 0 ¢ u c o y Q Z N n ° - O to Z 0 0 m m N N 0 0 - _ ` u " v c o 5 5 5 w 1 1 7', w m c c c m m ,�' E E E E • C3 a E a n n O ` o° o a a z U - w LL m C > > Z.0 d d o G rJ v = °' U U U U y o J V - m O V - c _ a = a v N d E m _ �m m' m m ' m m 0 m w' °- g - v_ • 2g c c O O N d U a a ' o u S S . gt a ¢= 8 a ° S S 0 3 0 0 m 0 m z o f 2 01 0 _ c c '1 S c- N d N ° c ° >m > o _ m m To o _ - E S m e Q _c - c c v a o w n t t c 'o c -° d ° a E E E E _ o . °- n y -2t1 m ` a n 0 0 E o - y c F t' Q O ¢ U a a a ` a` o 0 O' c E 0 1 JI w _ • - 2 O U o E a E J o 3 - - m E 022 1:!=' E o o - E o O ` E rn o : u - LT, ¢ t E O N W- 5 N N I- e N w 0 1- F U O � c _ E F- y F-E m c - `v a n 0 • C m N J J m J J m m E t 5 3 O • m o m` ` = a E d a E 2 'o c�i m 0 0 o 0 a m o w 0 E v E m d 62 a m cc • m U � c o m °` m . m11` ma 3m3.-L.2 2 N 2 c � 5=-5 2 J � a � wa 3 `in `am � N v - S 0 v o a s o < d a .2 m ` d ° E m o w o m e LL z ¢ m m E ° c • 0 m r t z v 1- v i. - m n �. f U ° T p ¢ mm U w' m 3 • r O N v • c c ¢ ¢ n E m 1 1 2 z E E > > 3 2 00 0 E 0 � _ .-g-'.1 - m °, LL c U o a " c ` o P 2 °' 00 Z m z z z z z z z z z z z z z Z O Z z z z z . 2 F- m z z z Z Z Z Z 1- m z 2 Z Z Z Z 2 c d o d' - 0 0 °i0 LL w E¢° m> v II ■' O o I �, w m oHE k o g w � c � 0 m i m ° = O z o �� 1 �. � z w E z a ¢ n m m ` o m = O ` m v "T.' j A w o n n n 4 m > m a c62, K 2 , c E o E o _ m y o - . d E y 1251 . D € N E2 U U„ .' E 3 0 j] N Y E O a - o - m7oPm . E2 m c w . m m 1- ' w o t . a` ° E D U z > (7 0 t - a ¢ .E t °. E m m c m_ 0 c o = - u u 0 w z y _ w o_ u _ v o c7 t w a - c o a m T ¢ O 1- m _c 2 a °,'' a c c o c m d '' `m 0 O E o. m? _n 0 0 a c_ c o u . m u -. t o_ Q v m N m m rn °o E o ° u E T,00 0 a 0 ` = o 0 - -- o a = t o - o' 1-, ° °' c=' mo 0O Y �.t w> - m t ' c = �, 2 °o o c o o () m m 0 Q3 <0 w z m� VJKlzo uj ion m mo to 3 H w KUUz c a 0 _, „ zZ 70E2'022 o vi E g - 000 -N vvi(or-.mm w. -mm,,. , N m v000roo, 0 - =w _ mf s ._ ¢ U U U 0 , \ \ \\\ e ?D ; •(\ ! W k \} \ \ a I I d § 0 8 2 - )k $/ {) <0 \ k \ . ,® - co ! j) 1k \ - ( }_ N. { 12 Z., #: § ri r @ If : / §\ - ) }� $ <6 } { / § f§ 1 §]$ \k )\ 2 Ts \ � k) \ n j | To et. : ;® S } })7 § \k ) \! ) E.- / ) \k ;! / k $ R § } \ \/ \ \ 1,1 ! (1 - CO ` ;4 (a,! ! _ / § gi $\ ` - ƒ & _ '2 , \ ` \ $\ . _ \_ • - 1 S_ 1- _ , . . \ 0 ff 4 U. / � ( � La !( / ) - 0. ; 4-.92.-: { ) � ; )!!!!f<«««zz \ 2 zz2zzzzzzm w Lu - o §f §! 2 :: z:z��= < ! « < « « « < « < |< p a. Ot Ot § , , • k . $\{ \ Li . e , ,G:= § -u m ƒ j N ($) _ 2 ) E !_§ !�$ . ; h # ta : « ; o, - a @ { - ;© g . ) w + 2 ■ ; , | § ) g z < > § E. !!)& R! k[§ § .) 0 i2E« -$ ` ` � 1 ` / / / ( ) / ! „ o co co co : : / ƒ \ /(( \ §\ o \ ) / j ) ) )\\ \\ -- P W (r*****-- SITE PLAN L OT 59 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132 -137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL \ GRAPHIC SCALE \ LINE TABLE 30 0 15 30 ,i IMPERVIOUS COVERAGE LINE DIRECTION LENGTH •a IMPERVIOUS Sq. Ft. LOT Sq. Ft. 0 Lt (P) 532'41'16'E 160.43 'CI 6,596 Sq. i1. 13.525 Sq. it. 490 L2(P) N57'18 50.00 ( IN FEET ) 1 inch = 30 ft. SOD BREAKDOWN Ns I,. M1p \ TOTAL LOT AREA 13,525 Sq. Ft R/W TO CURB 2,166 Sq. Ft. lS GROSS SOD AREA 15,691 Sq. F1. ' DEDUCTIONS l. � FOUNDATION SLAB 5,706 Sq. Ft. DRIVEWAY 1,091 Sq. FL 5ENFRAI NOTFS: J LEAD WALK 68 Sq. Ft. SIDEWALK AREA 567 Sq. Ft. \ 1. BEARINGS ARE BASED DN THE CENTERUNE OF ATLANTIC BEACH DRIVE AS BEING S3241'16'E. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. \ _: 4IIIII. ® A/C PAD(5) k GARAGE 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE 'X' AS DEPICTED ON THE FLOOD INSURANCE SERVICE DOOR SB 9 Sq. Fl. U RATE MAP (5.1,9.41.) COMMUNITY NUMBER 120077, PANEL NUMBER 04060, DATED. JUNE 3, 2013, CONSERVATION 0 S Ft. THE FLOOD ZONES SHOWN ON THIS SITE PUN ARE SCALED OFF OF THE F.E.M.A 5.101A. 5.101A. MAPS AND WATER / q ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATION5 ON THIS SITE PUN ARE q NET 50D ARFA 8,248 TOTAL DEDUCTIONS q' NS 7,443 Sq. Ft. VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS 51TE PUN. THERE MAY HAVE S FL BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY. G'S If'. 4E F LOOD S CE COUNTY. MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. / 5. NO UNDERGROUND FOUNDATIONS OR UTIUIIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN `_ }1 �, 1 HERE LOCATED UNDER THE SCOPE OF THIS SITE PUN. 2 1 \ . f1 6. ADDITIONS, DELETIONS AND /OR ANY WRITTEN INFORMATION ADDED TO 11415 NAP AND /OR REPORT A' q^ IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR, ' 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'930 OR SMALLER. 13.11 \5,03A B. ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN . UNCOVERED k NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AN0 13.11 �((NTT i 4IICIA, '. UNDISTURBED. ,�,,`` , ,( a 10. DIMENSIONS ARE N FEET AND DECIMAL PARTS BED. vV 11. 1. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT 15 NOT A CERTIFICATE OF TITLE. �, , 4 ,j' , ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES '' A ` 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE DR DEFINE ANY WETLANDS, • c j 05' i N 1' , 14S% `�;'4 ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY i' s� 1 S � , ,; . A .� LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY THE UNDERSIGNED. , \ ■ , , G 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND D DISTANCES ARE IDENTICAL WITH PLAT VALUES. � ;,,;,',♦ ..ww 14. THIS SITE PUN IS BASED ON INFORMATION AS FRONDED BY THE CLIENT. ♦ 21.1 7 15. BUILDING AND IMPROVEMEME NTS, IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE A PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. MAY AFFECT THIS LOT. • 7 ' i S ,�.• � � BOUNDARY U 18. PUBLIC SIDEWALKDEPICTEDHEREON TH CONSTRUCTION PLANS THEY ARE '%p °% SHOWN FOR INFORM UPON INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UP FOR CONSTRUCTION. FOR CORRECT LOCATION 4N0 /OR DIMENSIONS REFER TO THE MO5T CURRENT SET `P I) OF CONSTRUCTION PLANS THERE IS A MAXIMUM 20 SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND I n SLOPES S a m. c,.61. FUTWORK HALL B N SHALL , AT 0 L4095 A MINIM N M g r TH CURE P09009 0i T RENT DUVAL COU HE NTSIDEWALY ANO K WH AOA ICH STAND R SES 50050 z qq�� THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT ` '?:"61. � UTILITIES (METER BOXES VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. �T A� \ 19, DRAINAGE ISON& RES CTED NAY VARY IN SIZE. REFER TO ENGINEERING CAN NOT PLANS 50R ✓ CORRECT OIN5651060, • 0, \ /.•� \ �� 20. A/C PADS MUST MAINTAIN DEPI 2' AWAY FROM ANY PROPERtt LINE AND ENCROACH INTO + W ` 6. J � y A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES Z ` . 1.‘, N '''AI \t , \ of 0� • \ 4,4,1[0 ` ••SETBACKS•• J` q ♦�' FRONT - 20 FEET FROM FACE OF GARAGE 10 BACK OF RIGHT OF WAY AND m , r�� 'P ♦�� 15 FEET FROM BILGING FACE OR PORCH TO BACK OF RIGHT OF WAY: ? I. 2- 5 •� . � ,' , �n �� -' ' 9 � FRONT /SIDE MINIMUM YARD SHALL BEL01D TS, GDR FEET FROOM OR BUILDING ± 7 '''"P . .p° ,P (' \P 595E TO BACK OF RIGHT OF WAY 5.00' 0 \AIV sV", -, o es ,,c''' �� .. -`6 15.50' o •=3 , � �" ♦ \\_.1 m DENOTES CHEMICAL TOILET n �� ♦' ° i 15.50'_ "i - DENOTES FUTURE 4" TREE G. Vi \ V o SSi �♦ i. VA ®� A� l.': a;� DENOTES PROPOSED CONCRETE I \%% 44 0 � � _ . -0 t -s DENOTES PROPOSED PAVERS '.. 1.1-'0,t , $ • 6 ` `P 12.x1 %E24 °a ♦ °' 044 , R / Q / ® F D b. 12.91' \ S � 1•1$ 6 60 4. L .o ..." .1 0.„, a J REVISION A: REVISED SITE PLAN - CHANGE DRIVEWAY k LEAD WALK (11/3/15) (SLL/MEB) PREPARED FOR: RIVERSIDE HOMES CERTIFIED TO: RIVERSIDE HOMES "°O i4 Ives rle BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS V FL 32043 FAX I, - I.00 Pan or 61136CLION = w w� 1,� 15G CERTIFICATE OF AUTHORIZATION LB �0901�� -2 _ • 7 "'''''' "" 1 COPYRIGHT © 2015 °`n°'°°�,,,°,;, NOTATION: 5.1.9.11. FLOOD ZONE X (N /A) t °,o wwr "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract o r W/ ELEVATION: " " the results of o field survey made under my responsible search of title, and therefore the undersigned and Bartrom is - ° 'O" � TM P Surveying regarding Surve to direction and complies with the latest Standards of Trail make no Certifications a ordin 9 information PANEL NO.: 120077 0406H 5/3/13 Y OL A� TT. 611 0 .∎ ,,0 6 ,,, ; , m „ Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims _ B oard of Profess Surveyors and Mappers, Chapter of easements, Rights -of -way, setback lines, overlaps, FB /PG: 5.1-17 F.A.C.; Pursuant to section 472.027, Florido Boundary Line disputes, agreements, reservations o r other N statues, subject to 011 notes and notations shown hereon. similar matters which may oppeor in the abstract, or search. ,� w o I� w DATE, ▪ _ _ N/A N/A This survey Is prepared and certified for the exclusive use of 10/27/15 I SCALE: 1' =30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of n wr.m the copies thereof are not Valid without the signature and PROJECT N0.' T ° m N/A the original raised seal of o Florido licensed surveyor and 1349 - - 055 SHEET 1 OF ( RE1 VISION: A RAYMOND PAUL SUTHERLAND, P.S.M. STATE OF FLORIDA LICENSE NUMBER LS 6477 mapper. DRAWN BY: SLL CHECKED BY: DBG FORM R405 -2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Na RIV R 24 Builder Name: Riverside Homes Street: I o I- C Qr • Permit Office: City of Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Briggs Residence Jurisdiction: 26110 . _ _ Design Location: FL, Jacksonville - 1. New construction or existing New (From Plans) 9. Wall Types (3776.0 sqft.) Insulation Area 2. Single family or multiple family Single- family a. Frame Wood, Exterior R =19.0 3563.50 ftz b. Frame - Wood, Adjacent R =19.0 212.50 ft Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R ft2 10. Ceiling Types (3303.2 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R =22.0 3224.00 ft 6. Conditioned floor area above grade (ft 3224 b. Knee Wall (Unvented) R =0.1 79.20 ft c. N/A R= ft2 Conditioned floor area below grade (ft 0 11. Ducts R ft2 7. Windows(736.7 sqft.) Description Area a. Sup: Left Side, Ret: Left Side, AH: Left Side 6 322.4 a. U- Factor: Dbl, U =0.35 736.67 ft2 b. Sup: Right Side, Ret: Right Side, AH: Right Side 6 322.4 SHGC: SHGC =0.22 b. U- Factor: N/A ft2 12. Cooling systems kBtu /hr Efficiency a. Central Unit 18.0 SEER:14.00 SHGC: b. Central Unit 42.0 SEER:14.00 c. U- Factor: N/A ft2 SHGC: 13. Heating systems kBtu /hr Efficiency d. U- Factor: N/A ft2 a. Electric Heat Pump 18.0 HSPF:8.20 SHGC: b. Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.132 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (3224.0 sqft.) Insulation Area EF: 0.820 a. Slab -On -Grade Edge Insulation R =0.0 3224.00 ft b. Conservation features b. N/A R= ft2 None c. N/A 2 R= 15. Credits Pstat Total Proposed Modified Loads: 84.13 Glass /Floor Area: 0.228 PASS Total Baseline Loads: 84.23 ,,s.. ... I hereby certify that the plans and specifications covered by Review of the plans and �,� "'' A this calculation are in compliance with the Florida Energy specifications covered by this ti , : 0 � ,' Code. Douglas R . SDigitally i kl signed by Douglas R. calculation indicates compliance � i „ °� � `'` Stickles with the Florida Energy Code. ti + +m, ' = Y �.. ∎} 0 + - PREPARED B Stjckle s DN: cn= Douglas R. Stickles, c =US, - o= A/C Masters HVAC'.Inc. Before construction is completed DATE: Date:2015.12.28 13:30:44 -05'00' this building will be inspected for ' ; : 4. 1 compliance with Section 553.908 Florida Statutes. t ' •:. L r.' I hereby certify that this building, as designed, is in compliance with the Florida E • • O W ._ Leffiff ��/ BUILDING OFFICIAL: � ,1 J - DATE: - SJITi' V DATE: ,-1 /'16' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405 -2014 PROJECT Title: RIVER3224 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 3224 Lot # 59 Owner: Briggs Residence Total Stories: 1 Block/SubDivision: Atlantic Bch CC # of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 0 Street: Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single- family FL , New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 925 9250 2 Block2 2299 25289 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Left Side 925 9250 No 2 2 1 Yes Yes Yes 2 Right Side 2299 25289 Yes 1 1 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Left Side 121.6 ft 0 925 ft —__ 0.3 0.7 0 2 Slab -On -Grade Edge Insulatio Right Side 246.6 ft 0 2299 ft ____ 0.2 0.8 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 4196 ft 0 ft Light 0.55 No 0.5 No 22 39.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 3224 ft N N 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405 -2014 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) Left Side 0.1000000014901 925 ft' 0.11 Wood 2 Knee Wall (Unvented) Left Side 0.1000000014901 39.6 ft' 0.11 Wood 3 Under Attic (Unvented) Right Side0.1000000014901 2299 ft' 0.11 Wood 4 Knee Wall (Unvented) Right Side0.1000000014901 39.6 ft 0.11 Wood WALLS Adjacent ace Sp Cavity Width Height Sheathing Framing Solar Below Ornt To - Wall Type R -Val ie Ft In Ft In Area R -VaiuP Fraction Abcor. Grade% 1 W Exterior Frame - Wood Left Side 19 17 10 170.0 ft' 0.23 0.5 0 2 N Exterior Frame - Wood Left Side 19 14 10 140.0 ft' 0.23 0.5 0 3 W Exterior Frame - Wood Left Side 19 5 9 10 57.5 ft' 0.23 0.5 0 4 E Exterior Frame - Wood Left Side 19 5 9 10 57.5 ft' 0.23 0.5 0 5 N Exterior Frame - Wood Left Side 19 14 10 140.0 ft' 0.23 0.5 0 6 E Exterior Frame - Wood Left Side 19 17 10 170.0 ft' 0.23 0.5 0 7 S Exterior Frame - Wood Left Side 19 48 10 480.0 ft' 0.23 0.5 0 8 S Exterior Frame - Wood Right Side 19 2 12 24.0 ft 0.23 0.5 0 9 W Exterior Frame - Wood Right Side 19 22 3 12 267.0 ft' 0.23 0.5 0 10 S Exterior Frame - Wood Right Side 19 10 10 100.0 ft 0.23 0.5 0 11 W Exterior Frame - Wood Right Side 19 19 9 10 197.5 ft' 0.23 0.5 0 12 N Exterior Frame - Wood Right Side 19 12 10 120.0 ft' 0.23 0.5 0 13 W Exterior Frame - Wood Right Side 19 5 6 10 55.0 ft' 0.23 0.5 0 14 S Exterior Frame - Wood Right Side 19 10 6 10 105.0 ft' 0.23 0.5 0 15 W Exterior Frame - Wood Right Side 19 17 10 170.0 ft 0.23 0.5 0 16 N Exterior Frame - Wood Right Side 19 16 6 10 165.0 ft' 0.23 0.5 0 17 W Exterior Frame - Wood Right Side 19 5 3 10 52.5 ft' 0.23 0.5 0 18 N Garage Frame - Wood Right Side 19 21 3 10 212.5 ft' 0.23 0.01 0 19 E Exterior Frame - Wood Right Side 19 5 3 10 52.5 ft' 0.23 0.5 0 20 N Exterior Frame - Wood Right Side 19 6 9 10 67.5 ft' 0.23 0.5 0 21 E Exterior Frame - Wood Right Side 19 17 10 170.0 ft' 0.23 0.5 0 22 S Exterior Frame - Wood Right Side 19 14 10 140.0 ft' 0.23 0.5 0 23 E Exterior Frame - Wood Right Side 19 5 9 10 57.5 ft' 0.23 0.5 0 _24 N Exterior Frame - Wood Right Side 19 2 10 20.0 ft 0.23 0.5 0 25 E Exterior Frame - Wood Right Side 19 46 9 12 561.0 ft' 0.23 0.5 0 26 S Exterior Frame - Wood Right Side 19 2 12 24.0 ft' 0.23 0.5 0 DOORS # Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Right Side None .46 6 8 48 ft 2 N Insulated Right Side None .46 3 8 24 ft' 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405 -2014 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low -E Double Yes 0.35 0.22 36.0 ft 13 ft 4 in 1 ft 0 in Drapes /blinds None 2 W 1 Vinyl Low -E Double Yes 0.35 0.22 48.0 ft' 13 ft 4 in 1 ft 0 in Drapes /blinds None 3 N 2 Vinyl Low -E Double Yes 0.35 0.22 10.7 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 4 W 3 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 5 E 4 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft 1 ft 4 in 1 ft 0 in Drapes /blinds None 6 E 6 Vinyl Low -E Double Yes 0.35 0.22 18.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 7 S 7 Vinyl Low -E Double Yes 0.35 0.22 20.0 ft 1 ft 4 in 1 ft 0 in Drapes /blinds None 8 S 7 Vinyl Low -E Double Yes 0.35 0.22 32.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 9 W 9 Vinyl Low -E Double Yes 0.35 0.22 144.0 ft' 11 ft 4 in 1 ft 0 in Drapes /blinds None 10 S 10 Vinyl Low -E Double Yes 0.35 0.22 40.0 ft 28 ft 6 in 1 ft 0 in Drapes /blinds None 11 W 11 Vinyl Low -E Double Yes 0.35 0.22 72.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 12 N 12 Vinyl Low -E Double Yes 0.35 0.22 40.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 13 W 13 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 14 S 14 Vinyl Low -E Double Yes 0.35 0.22 18.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 15 W 15 Vinyl Low -E Double Yes 0.35 0.22 54.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 16 N 16 Vinyl Low -E Double Yes 0.35 0.22 18.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 17 W 17 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 18 E 19 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 19 N 20 Vinyl Low -E Double Yes 0.35 0.22 18.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 20 E 21 Vinyl Low -E Double Yes 0.35 0.22 18.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 21 S 22 Vinyl Low -E Double Yes 0.35 0.22 18.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 22 E 23 Vinyl Low -E Double Yes 0.35 0.22 8.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 23 E 25 Vinyl Low -E Double Yes 0.35 0.22 72.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None 24 E 25 Vinyl Low -E Double Yes 0.35 0.22 12.0 ft' 1 ft 4 in 1 ft 0 in Drapes /blinds None GARAGE V # Floor Area Ceiling Area _ Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 830.9978 ft' 384 ft' 99.6 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00034 2878.3 158.01 297.16 .2621 5 HEATING SYSTEM V # System Type _ Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 18 kBtu /hr 1 sys #1 2 Electric Heat Pump None HSPF:8.2 42 kBtu /hr 2 sys #2 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405 -2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit split SEER: 14 18 kBtu /hr 540 cfm 0.75 1 sys #1 2 Central Unit split SEER: 14 42 kBtu /hr 1260 cfm 0.75 2 sys #2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / - - -- Supply - - -- Return Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Left Side 6 322.4 ft Left Side 80.6 ft Default Leakage Left Side (Default) (Default) 1 1 2 Right Side 6 322.4 ft Right Side 80.6 fF Default Leakage Right Side (Default) (Default) 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling ' Feb Mar Apr Ma X Jun X Jul X Au Se Oct O: No D Heatin X Jan Jan X Feb X Mar A r Ma Jun Jul Aug X Sep Oct Nov v ec c De Venting _ Jan Feb :X Mar X Apr [ 1 May [ 1 Jun 1' Jul [ l Aug Sep X Oct X Nov _ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 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 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405 -2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. , Atlantic Beach, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R =19.0 3563.50 ft 2. Single family or multiple family Single- family b. Frame - Wood, Adjacent R =19.0 212.50 ft 3 Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R =22.0 3224.00 ft 6. Conditioned floor area (ft 3224 b. Knee Wall (Unvented) R =0.1 79.20 ft c. N/A R= ft 7. Windows" Description Area 11. Ducts R ft a. U- Factor: Dbl, U =0.35 736.67 ft2 a. Sup: Left Side, Ret: Left Side, AH: Left Side 6 322.4 SHGC: SHGC =0.22 b. Sup: Right Side, Ret: Right Side, AH: Right Side 6 322.4 b. U- Factor: N/A ft2 SHGC: 12. Cooling systems kBtu /hr Efficiency c. U- Factor: N/A ft2 a. Central Unit 18.0 SEER:14.00 SHGC: b. Central Unit 42.0 SEER:14.00 d. U-Factor: N/A ft2 13. Heating systems kBtu /hr Efficiency SHGC: a. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.132 ft. b. Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14. Hot water systems ft2 a. Natural Gas Cap: 1 gallons a. Slab-On-Grade Edge Insulation R =0.0 3224.00 ft EF: 0.82 b. N/A R= ft2 b. Conservation features c. N/A R ft2 None 15. Credits Pstat I certify that this home has compli-. with the F orida Energy Efficiency Code for Building •'' K ES r "` Construction through the a • _ - er saving features which will be installed (or exceeded) '••4 r F • ,0 in this home before final i• • • • • n. s erwis . , a new EPL Display Card will be completed 4i >; ',.(. , ; :- � . based on installed Co. • • • i ures. Builder Signature: ` k D ate: - 0 1 c., °; 1, i a r • Address of New H. • e: Ira A4.(0t }i &o►Gh p( City /FL Zic I A �� • k /'' '' C J 3aa3' ° ° *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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405 -2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: I Atlantic Beach , FL , MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. o R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. o R402.4.2 Fireplaces. New wood- burning fireplaces shall have tight- fitting flue dampers and outdoor combustion air. o R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L /s /m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us /m2), when tested according to NFRC 400 or AAMA /WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. o R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric- resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post- construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post - construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405 -2014 MANDATORY REQUIREMENTS - (Continued) o R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. ❑ R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105 °F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R -3., O R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot -water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies O R403.4.4.1 Storage water heater temperature controls . R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100 °F to 140°F (38°C to 60°C). . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. O R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. O R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air- conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R -11 and the ceiling shall be insulated to a minimum or R -19, space permitting, or R -10 otherwise. ❑ R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/24/2015 1 0:14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405 -2014 MANDATORY REQUIREMENTS - (Continued) o R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water - source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi - family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida- registered engineer, in attached single- and multi - family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. . R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ▪ R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. o R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls (Mandatory). Snow and ice - melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40 °F. ❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI /APSP -15. The energy requirements for portable spas shall be in accordance with ANSI /APSP -14. o R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum ▪ thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ▪ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. o R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24 -hour pump operations. 2. Where pumps are required to operate solar- and waste- heat - recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. o R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor- retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site- recovered energy, such as a heat pump or ' solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high- efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low - voltage lighting shall not be required to utilize high- efficacy lamps. o R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R -6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R -19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R -10 is allowed. 12/24/2015 10:14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405 -2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3224 Builder Name: Riverside Homes Street: Permit Office: City of Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Briggs Residence Jurisdiction: 261100 Design Location: FL, Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air - permeable insulation shall riot be used as a sealing material. Ceiling /attic The air barrier in any dropped ceiling /soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window /door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above - garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower /tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical /phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 12/24/2015 10:15 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3224 I ► P p Date: 12/24/15 Auras ' cuouhG 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904- 722 -8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904 - 503 -7055 Cooling Equipment Design Conditions Outdoor design DB: 92.7 °F Sensible gain: 13488 Btuh Entering coil DB: 76.6 °F Outdoor design WB: 77.1 °F Latent gain: 3832 Btuh Entering coil WB: 63.3 °F Indoor design DB: 75.0 °F Total gain: 17321 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000A +FB4CNF018L Actual airflow: 593 cfm Sensible capacity: 12740 Btuh 94% of load Latent capacity: 4900 Btuh 128% of load Total capacity: 17640 Btuh 102% of load SHR: 72% Heating Equipment Design Conditions Outdoor design DB: 32.5 °F Heat loss: 21035 Btuh Entering coil DB: 69.2 °F Indoor design DB: 70.0 °F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000A +FB4CNF018L Actual airflow: 593 cfm Output capacity: 17800 Btuh 85% of Toad Capacity balance: 38 °F Supplemental heat required: 3235 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 10.5 kW 171 % of load Temp. rise: 68 °F The above equipment was selected in accordance with ACCA Manual S. 2015- Dec -24 10:07:14 wrightsoft° Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACCA ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E Manual S Compliance Report Job: RIVER3224 ► / ► p p Date: 12/24/15 11 ' (Q0lln6 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904- 722 -8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904 - 503 -7055 Cooling Equipment Design Conditions Outdoor design DB: 92.7 °F Sensible gain: 32167 Btuh Entering coil DB: 77.3 °F Outdoor design WB: 77.1 °F Latent gain: 6100 Btuh Entering coil WB: 63.6 °F Indoor design DB: 75.0 °F Total gain: 38267 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB042 * * * *A +FB4CNPO42L Actual airflow: 1333 cfm Sensible capacity: 28870 Btuh 90% of load Latent capacity: 8960 Btuh 147% of load Total capacity: 37830 Btuh 99% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 32.5 °F Heat loss: 35909 Btuh Entering coil DB: 68.9 °F Indoor design DB: 70.0 °F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB042 * * * *A +FB4CNPO42L Actual airflow: 1333 cfm Output capacity: 40000 Btuh 111% of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 7.2 kW 69% of load Temp. rise: 76 °F The above equipment was selected in accordance with ACCA Manual S. 2015 - Dec -24 10:07:14 wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 2 ACCK ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E l i t Project Summary Job: . R2V2E4R3524 A tATMNG COOUM6 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax 904 - 722 -8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904- 503 -7055 Notes: Lot 59, Atlantic Beach C. C. Briggs Residence Desi • n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 45018 Btuh Structure 31815 Btuh Ducts 11926 Btuh Ducts 13841 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 56944 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 45655 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 6200 Btuh Ducts 3732 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft 3224 3224 Equipment latent load 9932 Btuh Volume (ft') 32240 32240 Air changes /hour 0 0 Equipment total load 55587 Btuh Equiv. AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 5.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm /Btuh Air flow factor 0 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015 - Dec -24 10:07:14 A'" . wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACC1 ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E Project Summary Job: RIVER3224 f 1 ! y Date: 12/24/15 l tATIM6 ' (OO 4 II114 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904- 722 -8995 Fax: 904- 722 -8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904 - 503 -7055 Notes: Lot 59, Atlantic Beach C. C. Briggs Residence Desi • n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18027 Btuh Structure 10035 Btuh Ducts 3007 Btuh Ducts 3453 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21035 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 13488 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 2900 Btuh Ducts 932 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft 925 925 Equipment latent load 3832 Btuh Volume (ft 9250 9250 Air changes /hour 0 0 Equipment total load 17321 Btuh Equiv. AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER PURON HP Trade 14 SEER PURON HP Model CH14NB0180000A Cond CH14NB0180000A AHRI ref 7845777 Coil FB4CNF018L AHRI ref 7845777 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47 °F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.028 cfm /Btuh Air flow factor 0.044 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015- Dec -24 10:07:14 .` W r ightsoft' Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 2 ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E 0 / ! Project Summary Doe: 1224/15 u 4aTINE ' (0 O UN4 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904- 722 -8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904 - 503 -7055 Notes: Lot 59, Atlantic Beach C. C. Briggs Residence Desk n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26990 Btuh Structure 21780 Btuh Ducts 8919 Btuh Ducts 10387 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35909 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 32167 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3300 Btuh Ducts 2800 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft 2299 2299 Equipment latent load 6100 Btuh Volume (ft 22990 22990 Air changes /hour 0 0 Equipment total load 38267 Btuh Equiv. AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER PURON HP Trade 14 SEER PURON HP Model CH14NB042 * * * *A Cond CH14NB042 * * * *A AHRI ref 7835544 Coil FB4CNPO42L AHRI ref 7835544 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 28000 Btuh Heating output 41000 Btuh @ 47 °F Latent cooling 12000 Btuh Temperature rise 28 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.037 cfm /Btuh Air flow factor 0.041 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015 - Dec -24 10:07:14 ^ . ` 'f wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 3 ACC1' ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E P 1 1 Right -J® Worksheet Job: RIVER3224 N ` tubuni Date: 12/24/15 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204. Jacksonville, FL 32256 Phone: 904- 722 -8995 Fax: 904 - 722 -8944 1 Room name Entire House 1st System 2 Exposed wall 368.2 ft 121.6 ft 3 Room height 10.0 ft 10.0 ft 4 Room dimensions 5 Room area 3224.0 ft' 925.0 ft' Ty I Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F) (Btuh /ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 W 12E -Osw G 3A -2ov 0.068 n 2.55 1.43 0.350 n 13.13 10.76 653 11 566 0 1443 144 812 118 280 11 269 0 686 386 I I 144 118 G 3A -2ov 0.350 n 13.13 9.68 76 0 998 736 0 0 0 0 W 12E -Osw 0.068 e 2.55 1.43 1069 850 2168 1220 228 175 446 251 11 G 3A -2ov 0.350 e 13.13 27.30 53 0 696 1447 53 0 696 1447 -G 3A -2ov 0.350 e 13.13 19.08 118 13 1549 2252 0 5 0 0 L-D 11J0 0.600 e 22.50 18.12 48 48 1080 870 0 0 0 0 W 12E -Osw 0.068 s 2.55 1.43 803 675 1721 968 410 358 913 514 -G 3A -2ov 0.350 s 13.13 12.47 52 0 683 649 52 0 683 649 G 3A -2ov 0.350 s 13.13 4.68 76 166 998 356 0 14 0 0 W 12E -Osw 0.068 w 2.55 1.43 970 697 1777 1000 228 130 332 187 -G 3A -2ov 0.350 w 13.13 27.30 98 0 1286 2675 98 0 1286 2675 G 3A -2ov 0.350 w 13.13 19.08 175 11 2297 3340 0 0 0 0 9 12B -Osw 0.097 - 3.64 1.69 213 189 687 319 0 0 0 0 1 D 11J0 0.600 sw 22.50 18.12 24 24 540 435 0 0 0 0 P 16B -15ad 0.061 - 2.29 3.28 85 85 194 278 45 45 103 147 C 16B -15ad 0.061 n 2.29 3.28 3224 3224 7375 10561 925 925 2116 3030 F 19A- 19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A -tph 1.358 n 50.93 0.00 3224 381 19382 0 925 209 10623 0 6 c)AED excursion 890 172 Envelope loss /gain 45018 28925 18027 9575 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 3 690 2 460 Appliances /other 2200 0 Subtotal (lines 6 to 13) 45018 31815 18027 10035 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45018 31815 18027 10035 15 Duct loads 26% 44% 11926 13841 17% 34% 3007 3453 Total room load 56944 45655 21035 13488 Air required (cfm) 1926 1926 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015 - Dec -24 10:07:14 wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 1 ACCA Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E ■ t t Right -J® Worksheet Job: RIVER3224 Date: 12/24/15 1141T4 (OUllll4 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite 8204. Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904 - 722 -8944 1 Room name 2nd System 2 Exposed wall 246.6 ft 3 Room height 10.0 ft 4 Room dimensions 5 Room area 2299.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area Load number (Btuh /ft' - °F) (Btuh /ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 W 12E -Osw 0.068 n 2.55 1.43 373 297 757 426 G 3A -2ov 0.350 n 13.13 10.76 0 0 0 0 . -G 3A -2ov 0.350 n 13.13 9.68 76 0 998 736 . W 12E -Osw 0.068 e 2.55 1.43 841 675 1721 968 11 -G 3A -2ov 0.350 e 13.13 27.30 0 0 0 0 -G 3A -2ov 0.350 e 13.13 19.08 118 8 1549 2252 I-D 11J0 0.600 e 22.50 18.12 48 48 1080 870 W 12E -Osw 0.068 s 2.55 1.43 393 317 808 455 - 3A -2ov 0.350 s 13.13 12.47 0 0 0 0 G 3A -2ov 0.350 s 13.13 4.68 76 152 998 356 W 12E -Osw 0.068 w 2.55 1.43 742 567 1446 814 -G 3A -2ov 0.350 w 13.13 27.30 0 0 0 0 - 3A -2ov 0.350 w 13.13 19.08 175 11 2297 3340 12B -Osw 0.097 - 3.64 1.69 213 189 687 319 D 11J0 0.600 sw 22.50 18.12 24 24 540 435 P 16B -15ad 0.061 - 2.29 3.28 40 40 92 131 C 16B -15ad 0.061 n 2.29 3.28 2299 2299 5259 7531 F 19A- 19bscp 0.049 - 0.00 0.00 0 0 0 0 F 20P -19t 0.050 - 0.00 0.00 0 0 0 0 F 22A -tph 1.358 n 50.93 0.00 2299 172 8759 0 6 c)AED excursion 718 Envelope loss /gain 26990 19350 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Intemal gains. Occupants @ 230 1 230 Appliances /other 2200 Subtotal (lines 6 to 13) 26990 21780 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 26990 21780 15 Duct loads 33% 48% 8919 10387 Total room load 35909 32167 Air required (cfm) 1333 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015- Dec -24 10:07:14 wrightsQft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 2 ACCP....side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E I I t ' Right -J® Worksheet Job: RIVER3224 • . . • xsa r4 (DOLING 1St System Date: 12/24/15 DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904 - 722 -8944 1 Room name 1st System Left -Side 2 Exposed wall 121.6 ft 121.6 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 925.0 x 1.0 ft 5 Room area 925.0 ft' 925.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'- (Btuh /ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 W 12E -Osw 0.068 n 2.55 1.43 280 269 686 386 280 269 686 386 G 3A -2ov 0.350 n 13.13 10.76 11 0 144 118 11 0 144 118 -G 3A -2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12E -Osw 0.068 e 2.55 1.43 228 175 446 251 228 175 446 251 11 G 3A -2ov 0.350 e 13.13 27.30 53 0 696 1447 53 0 696 1447 -G 3A -2ov 0.350 e 0.00 0.00 0 5 0 0 0 3 0 0 D 11J0 0.600 e 0.00 0.00 0 0 0 0 0 0 0 0 W 12E -Osw 0.068 s 2.55 1.43 410 358 913 514 410 358 913 514 -G 3A -2ov 0.350 s 13.13 12.47 52 0 683 649 52 0 683 649 G 3A -2ov 0.350 s 0.00 0.00 0 14 0 0 0 7 0 0 W 12E -Osw 0.068 w 2.55 1.43 228 130 332 187 228 130 332 187 -G 3A -2ov 0.350 w 13.13 27.30 98 0 1286 2675 98 0 1286 2675 1 G 3A -2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 R 126 -Osw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 I 11 JO 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 P 16B -15ad 0.061 - 2,29 3.28 45 45 103 147 45 45 103 147 C 16B -15ad 0.061 n 2.29 3.28 925 925 2116 3030 925 925 2116 3030 F 19A- 19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A -tph 1.358 n 50.93 0.00 925 209 10623 0 925 209 10623 0 6 c)AED excursion 172 172 Envelope loss /gain 18027 9575 18027 9575 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 2 460 2 460 Appliances /other 0 0 Subtotal (lines 6 to 13) 18027 10035 18027 10035 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18027 10035 18027 10035 15 Duct loads 17% 34% 3007 3453 17% 34% 3007 3453 Total room load 21035 13488 21035 13488 Air required (cfm) 593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015- Dec -24 10:07:14 _ wrightsOft Comfort Builder by Wrightsoft 15.0.22 RSU 13256 Page 3 ACCA ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E ► 1 + Right -J® Worksheet Job: RIVER3224 (LUDIC, j io0""c 2nd System Date: 12/24/15 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904 - 722 -8944 1 Room name 2nd System Right -Side 2 Exposed wall 246.6 ft 246.6 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2299.0 x 1.0 ft 5 Room area 2299.0 ft' 2299.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh /ft' - °F) (Btuh /ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 VJ 12E -Osw 0.068 n 2.55 1.43 373 297 757 426 373 297 757 426 G 3A -2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 . -G 3A -2ov 0.350 n 13.13 9.68 76 0 998 736 76 0 998 736 WW�� ^ 12E -Osw 0.068 e 2.55 1.43 841 675 1721 968 841 675 1721 968 11 3A -2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 3A -2ov 0.350 e 13.13 19.08 118 8 1549 2252 118 4 1549 2252 D 11J0 0.600 e 22.50 18.12 48 48 1080 870 48 48 1080 870 I W I 12E -Osw 0.068 s 2.55 1.43 393 317 808 455 393 317 808 455 I 2 3A -2ov v 0.350 s 0.00 0.00 0 0 152 0 998 0 356 0 0 0 998 0 G 3A -2o 0.350 s 13.13 4.68 76 2 8 6 76 76 8 356 12E -Osw 0.068 w 2.55 1.43 742 567 1446 814 742 567 1446 814 3A -2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 3A -2ov 0.350 w 13.13 19.08 175 11 2297 3340 175 6 2297 3340 R 12B -0sw 0.097 - 3.64 1.69 213 189 687 319 213 189 687 319 L p 11 JO 0.600 sw 22.50 18.12 24 24 540 435 24 24 540 435 P 16B -15ad 0.061 - 2.29 3.28 40 40 92 131 40 40 92 131 C 16B -15ad 0.061 n 2.29 3.28 2299 2299 5259 7531 2299 2299 5259 7531 F 19A- 19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A -tph 1.358 n 50.93 0.00 2299 172 8759 0 2299 172 8759 0 6 c)AED excursion 718 718 Envelope loss /gain 26990 19350 26990 19350 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances /other 2200 2200 Subtotal (lines 6 to 13) 26990 21780 26990 21780 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26990 21780 26990 21780 15 Duct loads 33% 48% 8919 10387 33% 48% 8919 10387 Total room load 35909 32167 35909 32167 Air required (cfm) 1333 1333 1333 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ht50ft 2015 -Dec- 2410:07:14 QC Wr1 ` A A Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 4 . ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E Building Analysis Job: RIVER3224 9 Y Date: 12/24/15 A &tITIM4 ' (00114 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904- 722 -8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904 - 503 -7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature ( °F) 70 75 Elevation: 33 ft Design TD ( °F) 38 18 Latitude: 30 °N Relative humidity ( %) 30 50 Outdoor: Heating Cooling Moisture difference (gr /Ib) 11.0 51.2 Dry bulb ( °F) 33 93 Infiltration: Daily range ( °F) - 18 ( M ) Method Detailed Wet bulb ( °F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh /ft Btuh % of Toad Walls 2.6 7991 14.0 Was Ducts Glazing 13.1 8649 15.2 Doors 22.5 1620 2.8 Ceilings 2.3 7375 13.0 = Floors 6.0 19382 34.0 Infiltration 0 0 0 Ducts 11926 20.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 56944 100.0 Coolin • Component Btuh /ft Btuh % of load Wals Memel Gaire Walls 1.5 4598 10.1 Glazing 18.9 12462 27.3 Doors 18.1 1305 2.9 Ceilings 3.3 10561 23.1 Floors 0 0 0 Infiltration 0 0 0 Gla='ag Ducts 13841 30.3 Ventilation 0 0 Internal gains 2890 6.3 Blower 0 0 Adjustments 0 Total 45655 100.0 Gay, a s Latent Cooling Load = 9932 Btuh Overall U -value = 0.117 Btuh /ft - °F WARNING: suspicious slab -on -grade floor perimeter in Left -Side. 2015- Dec -24 10:07:16 'Pk W t 1ghltsoft" Comfort Builder by Wrightsoft 15.0.22 RSU 13256 Page 1 A ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E Buildin g Analysis Job: R24 Date: 12/24/15 /24/15 1141111114 (00LING lSt System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road. Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904- 722 -8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904- 503 -7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature ( °F) 70 75 Elevation: 33 ft Design TD ( °F) 38 18 Latitude: 30 °N Relative humidity ( %) 30 50 Outdoor: Heating Cooling Moisture difference (gr /Ib) 11.0 51.2 Dry bulb ( °F) 33 93 Infiltration: Daily range ( °F) - 18 ( M ) Method Detailed Wet bulb ( °F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh /ft Btuh % of load Wall Ducts Walls 2.5 2480 11.8 Glazing 13.1 2809 13.4 Doors 0 0 0 9� Ceilings 2.3 2116 10.1 Floors 11.5 10623 50.5 Infiltration 0 0 0 Ducts 3007 14.3 9 5 Piping 0 0 Humidification 0 0 Foors Ventilation 0 0 Adjustments 0 Total 21035 100.0 Coolin • Component Btuh /ft Btuh % of load Walls 1.5 1485 11.0 ___ f_d Glazing 23.6 5060 37.5 Doors 0 0 0 Ceilings 3.3 3030 22.5 Floors 0 0 0 Infiltration 0 0 0 Ducts 3453 25.6 Ventilation 0 0 Internal gains 460 3.4 Blower 0 0 Adjustments 0 Total 13488 100.0 Latent Cooling Load = 3832 Btuh Overall U -value = 0.158 Btuh /ft - °F WARNING: suspicious slab -on -grade floor perimeter in Left -Side. 2015- Dec -24 10:07:16 . 'ie" Wrightsof' Comfort Builder by Wrightson 15.0.22 RSU13256 Page 2 AC K ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E Building nalysis Job: RIVER3224 g 1 Date: 12/24/15 M ATING ' ( O O t IG 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite #204, Jacksonville, FL 32256 Phone: 904 - 722 -8995 Fax: 904- 722 -8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904- 503 -7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature ( °F) 70 75 Elevation: 33 ft Design TD ( °F) 38 18 Latitude: 30 °N Relative humidity ( %) 30 50 Outdoor: Heating Cooling Moisture difference (gr /Ib) 11.0 51.2 Dry bulb ( °F) 33 93 Infiltration: Daily range ( °F) - 18 ( M ) Method Detailed Wet bulb ( °F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh /ft Btuh % of load Walls 2.6 5512 15.3 Walls Ducts Glazing 13.1 5841 16.3 Doors 22.5 1620 4.5 Ceilings 2.3 5259 14.6 Floors 3.8 8759 24.4 G-9-- Infiltration 0 0 0 Ducts 8919 24.8 Piping 0 0 Dacca Humidification 0 0 Fl °• Ventilation 0 0 Adjustments 0 Total 35909 100.0 Coolin• Component Btuh /ft Btuh % of load WaY Internal Gains Walls 1.5 3113 9.7 Glazing 16.6 7401 23.0 Doors 18.1 1305 4.1 Ceilings 3.3 7531 23.4 Floors 0 0 0 Glaz"g Infiltration 0 0 0 D l ` Ducts 10387 32.3 Ventilation 0 0 Internal gains 2430 7.6 Blower 0 0 Door Adjustments 0 Total 32167 100.0 Deg, Y a Latent Cooling Load = 6100 Btuh Overall U -value = 0.100 Btuh /ft - °F Data entries checked. 2015- Dec -24 10:07:16 " wrightsoft Comfort Builder by Wrightsoft 15.0.22 RSU13256 Page 3 ACCA ...side Homes \ATLANTIC BEACH CC \ABCC59(Briggs).rup Calc = MJ8 Front Door faces: E Lfv_i I ! f - -• - " ,, ,16 ,.. 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Murray PE No. 71457 APEX 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd =1.6) ROOF LOADING (Cd =1.25) MWFRS TCLL 20 psf 130 MPH (3 second gust) \ASCE 7 -10 TCDL 07 psf Enclosed Structure (0.18) BCLL 10 psf Exposure C BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential /TPI -2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 32 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 ABCC59 GE01 12/19/2015 31 ABCC59 T20 12/19/2015 2 ABCC59 GE02 12/19/2015 32 ABCC59 T21 12/19/2015 3 ABCC59 GE03 12/19/2015 - 4 ABCC59 GE04 12/19/2015 5 ABCC59 GE05 12/19/2015 6 ABCC59 GE06 12/19/2015 7 ABCC59 GE07 12/19/2015 8 ABCC59 GE08 12/19/2015 9 ABCC59 GE09 12/19/2015 10 ABCC59 GE10 12/19/2015 11 ABCC59 GEB07 12/19/2015 12 ABCC59 T01 12/19/2015 13 ABCC59 T02 12/19/2015 14 ABCC59 T03 12/19/2015 15 ABCC59 T04 12/19/2015 16 ABCC59 T05 12/19/2015 17 ABCC59 T06 12/19/2015 18 ABCC59 T07 12/19/2015 19 ABCC59 T08 12/19/2015 20 ABCC59 T09 12/19/2015 21 ABCC59 T10 12/19/2015 22 ABCC59 T11 12/19/2015 23 ABCC59 T12 12/19/2015 1 24 ABCC59 T13 12/19/2015 25 ABCC59 T14 12/19/2015 26 ABCC59 T15 12/19/2015 27 ABCC59 T16 12/19/2015 28 ABCC59 T17 12/19/2015 ,, �,`` 1 111“.. ,, 29 ABCC59 T18 12/19/2015 ♦ �� '7 ' ; ,s ; 30 AB T19 12/19/2015 q N sS �\ . • 7' ° i Apex Techno "� 71457 ' Apex Technology is a ficticious name owned by Jax Apex Technology, Inc., a Florida Corporation. Florida Engineer Business No. 7547 - 474= ; : (r z. Sutton Park Court, Suite 402 Jacksonville, FL 32224 (904) 821 - 5200 •• •. A O laf , The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed abovC• O and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer, per ANSI/TPI 1- 4 • As. Pe ` 4' + 'n . • 2002 Section 2 s� �•— , R �•" (?,. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15- 23.002(2) and 61G15- �j � S S/ •* �� 31.003 of the Florida Board of Professional Engineers 1` /,t,QOW t r Job # ABCC59 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 4 16'11 "00 GE01 GABL 10.00/12 Pitch 1 -Ply 1 2268.87 154.00 2 2268.87 154.00 1 2311 "00 GE02 GABL 10.00/12 Pitch 4 -Ply 1 3231.52 256.00 2 3231.52 256.00 1 23'11 "00 GE03 GABL 10.00/12 Pitch 4 -Ply 1 3248.06 256.00 2 3922.05 256.00 1 09'11 "00 GE04 GABL 8.00/12 Pitch 1 -Ply 1 1323.01 93.00 2 1323.01 93.00 1 23'03 "00 GE05 GABL 10.00/12 Pitch 1 -Ply 1 3118.10 212.00 2 3118.10 212.00 1 y 23'03;'00 GE06 GABL 10.00/12 Pitch 1 -Ply 1 3118.10 212.00 2 3118.10 212.00 1 21'03 "00 GE07 GABL 6.00/12 Pitch 1 -Ply 1 1303.78 418.00 2 91.34 0.00 1 0910"08 GE08 GABL 3.00/12 Pitch, 1 -Ply 1 636.25 200.00 1 09'10 "08 GE09 GABL 3.00/12 Pitch 1 -Ply 1 176.11 22.00 2 460.14 168.00 8 08'11 "08 GE10 GABL 4.00/12 Pitch 1 -Ply 1 476.22 228.00 2 95.00 0.00 1 21'02 "00 GEB07 FLAT 0.00/12 Pitch 1 -Ply 1 1655.42 0.00 2 1655.42 0.00 21 1611 "00 T01 COMN 10.00/12 Pitch 1 -PIy 1 577.10 154.00 2 577.10 154.00 5 16'11 "00 T02 COMN 10.00/12 Pitch 1 -Ply 1 577.10 47.00 2 577.10 47.00 17 1611 "00 T03 COMN 10.00/12 Pitch 1 -PIy 1 577.10'' 47.00 2 577.10 47.00 1 19'11 "00 T04 COMN 6.00/12 Pitch 2 -Ply 1 3933.91 510.00 2 3622.07 485.00 4 1911 "00 T05 COMN 6.00/12 Pitch 1 -Ply 1 910.18 377.00 2 910.66 377.00 16 23'11 "00 T06 COMN 10.00/12 Pitch 1 -Ply 1 839.95 83.00 2 839.95 83.00 4 23'11"00 T07 COMN 10.00/12 Pitch 2 -Ply 1 953.35 349.00 2 983.24 375.00 4 03'00"00 T08 MONO 10.00/12 Pitch 1 -PIy 1 105.19 0.00 2 102.03 88.00 2 23'11 "00 T09 COMN 10.00/12 Pitch 2 -Ply 1 1062.58 397.00 2 1043.66 389.00 2 10'06 "00 T10 SPEC 10.00/12 Pitch 1 -PIy 1 368.75 0.00 2 365.34 162.00 4 02'05 "00 T11 FLAT 0.00/12 Pitch 2 -Ply 1 108.12 53.00 2 148.58 88.00 2 02'05 "00 T12 FLAT 0.00/12 Pitch 2 -PIy 1 174.97 80.00 2 345.04 155.00 4 17'11 "00 T13 SPEC 4.00/12 Pitch 1 -Ply 1 580.08 121.00 2 580.08 121.00 1 19'11 "00 T14 COMN 6.00/12 Pitch 2 -Ply 1 3282.28 450.00 Page 1 of 2 Job # ABCC59 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 3707.78 491.00 7 16'11 "00 T15 COMN 10.00/12 Pitch 1 -Ply 1 577.10 47.00 2 577.10 47.00 1 21'03 "00 T16 COMN 6.00/12 Pitch 2 -Ply 1 3602.73 489.00 2 3468.25 484.00 8 21'03 "00 T17 COMN 6.00/12 Pitch 1 -Ply 1 897.56 390.00 2 897.56 390.00 11 23'03 "00 T18 COMN 10.00/12 Pitch 1 -Ply 1 1096.07 392.00 2 1096.81 392.00 3 0911 "00 T19 COMN 8.00/12 Pitch 1 -Ply 1 331.35 93.00 2 331.35 93.00 14 0910 "08 T20 MONO 3.00/12 Pitch 1 -Ply 1 318.13 89.00 2 318.13 116.00 9 09'10 "08 T21 MONO 3.00/12 Pitch 1 -Ply 1 343.49 92.00 2 292.76 109.00 Total of Trusses 161 Maximun Height 1011 "09 Page 2 of 2 • mm m x c m -< o m co m 07 Ul W U) N om plf=g,,po zx0 -I O pp 0 x-0 Z m 7 Dm A 7_-'-<, H 33 0 C z C0 E m 0m om -1 y0 moWm0 N D m Z u) M-1 m m o m rn n z W m 00 \ x ° 0 Z - — - i p=O 0 m 0-M rn Oz Z 1 co mo zZT0 0 Zm n 11M<////////7// rn 7jC �= p� 0 0 DCn nZ Z� p m O m 0 H r -I °� fJ 0 m 0 m cn - o rn p c ao 2 ° m �o CZj -0 O p � m 0 0D m> �; mD r 0 cn <� c - i O (nD Do H D 0 m m H 0 m m m p z H �� - gym m 0 H 0 0m rn0 �m O D O m = m c x ,,--, (0 tJ p O 2J (n 1 m (n m m = 7 m� ^'c D c m m z � OD r % Co U) a7 D � j o, � m � m .- c r m0 0 * �X ° off p D m = m O � z co cn D mn ^ 11 m -i z 0 > T D 2 m 00 � . . 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ER 0 M i m ir . ►.1�.1 D OD � � m p z ,n H m C CJ it C D m oo 0= Z CA zal m OD m D m r n S m H n -1 0 ` =Ozn 0 0 _ 9 0 2 i III =1: = 0 -1 > li3i =i: O z O pr MM O z 77 G7 0 - � r W 7J m D D C N > O T m a m O X , ABCC59 Ply: 1 SEQN: 17705 / T25 / GABL Custom Qty: 4 FROM: DRW: GE01 Wgt: 170.8 Ibs Page 1 of 2 ... / ... 12/19/15 , 1'7" , 2 "8, 4'4 "8 , 5'8 " I 7'1" , 8'5 "8 , 9'10" , 11'2"8, 12'6 " 13'11 " 15'4" I 1 17" 1'4 "8 1'5" 1'4" 1'4"8 1'4"8 1'4"8 1'4"6 14" - 1'5" I 1'4 "8 17" G 84X5 - 12 E i', H N3X3F 1113X3 I Illo 10 7 04X8D m C K VI3X3B i L IY3X3 .5X7 r,.1 ilifk. ; �,; 95X7 - -• -• =6X8 • • 5 _ - _010'1 "2 - IIXS U T 0 R 0 P 0 q4 5 1 2'11 "8 , 1'1 "8, , 1'4 "8 , 1 ' 4 "8 , 1'4 " , 1'4 8 , 1 "8 , , 2'11 "8 2'11 " 4'1" 1'7 " 7'1" 8'5 "8 9'10" 11'2"8 12'10" 1'i "8 16'11" • Loading Criteria (psf) Wind Criteria Snow Criteria a (Pg,Pf in PSF) Defl /CSI Criteria 11;1 317 °� ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.016 S 999 240 V 2269 / 154 / 1957/ - / 211 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.150 S 999 203 N 2269 / 154 / 1957/ - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.013 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.080 E - - V Min Brg Width Req = 2.7 NCBCLL: 10.00 Mean Height: 15.08 ft Code / Misc Criteria Creep Factor: 1.5 N Min Brg Width Req = 2.7 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.410 Bearings V & N Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.739 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.869 Maximum Top Chord Forces Per Ply (lbs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 209 - 2175 G - H 344 -1496 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 251 -2153 H - I 303 -1623 Lumber Additional Notes C - D 276 -2099 I - J 277 -1678 Value Set: 13B (Effective 6/1/2013) The maximum horizontal reaction is 211# E - E 277 -1623 J - K 276 -2 E - F 303 -1623 K - L 251 1 -2153 53 Top chord 2x4 SP #2 See DWGS A14030ENC101014 & GBLLETIN1014 for F - G 344 -1496 L - M 209 -2175 Bot chord 2x4 SP M -30 gable wind bracing requirements. Webs 2x4 SP #3 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply (lbs) Lumber value set "13B" uses design values 8 -6 -3. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC V - U 248 -212 R - Q 1615 -116 Special Loads U - T 1615 -126 Q - P 1615 -116 -----(Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) T - S 1615 -126 P - 0 1615 -116 TC- From 58 plf at 0.00 to 58 plf at 8.46 S - R 1615 -126 0 - N 40 - 7 TC- From 58 plf at 8.46 to 58 plf at 16.92 BC- From 210 plf at 0.00 to 210 plf at 8.46 Maximum Web Forces Per Ply Ibs BC- From 210 plf at 8.46 to 210 plf at 16.92 y ( ) Webs Tens.Comp. Webs Tens. Comp. Plating Notes A - V 240 -1909 R -AC 183 -653 All plates are 2X4 except as noted. A - W 1664 -123 AD -AE 179 -640 Plates sized for a minimum of 4.00 sq.in. /piece. W - X 1649 -109 AF- J 171 -608 X - U 1650 -103 J - O 566 -28 Purlins U - D 566 - 28 0 -AG 1650 -103 In lieu of structural panels or rigid ceiling use purlins D - Y 171 -607 AG -AH 1649 -109 to laterally brace chords as follows: Z -AA 179 -640 AH- M 1664 -123 Chord Spacing(in oc) Start(ft) End(ft) AB- R 183 - 653 M - N 240 -1909 TC 24 0.00 16.92 G - R 1586 - 339 BC 120 0.00 16.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Gables Tens. Comp. Wind B - W 51 - 54 AC- Q 206 - 27 Wind loads based on MWFRS with additional C &C C - X 50 -14 H -AD 205 -41 member design. Y - E 58 -11 AE- P 85 -5 T - Z 85 -5 I -AF 58 -10 AA- F 205 - 41 AG- K 50 -14 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include SCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 ep7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray ItiEnaarni PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEAN: 17705 / T25 / GABL Custom Qty: 4 FROM: DRW: GE01 Wgt: 170.8 Ibs Page 2 of 2 ... / ... 12/19/15 S -AB 206 - 27 AH- L 51 - 54 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 4 SEAN: 17779/ T36 / GABL Custom Qty: 1 FROM: DRW: GE02 Wgt: 683.2 Ibs Pa g ge g 1 of 2 ... / ... 12/19/15 fi T'8 ,1 8 ,8� " 5'3 "8 18 93 10T8 14 133"8 14• 173 77'9 23'11' I 5.3..8 p 10" 28 F 2 . 8 . I i • 4 . 11 I 2 . 8 . 6 .1 I 6 . 3 . 8 _ F 14X8 11 E , G 12 % �' p6X8 t0 � /4X8 12 %1 112X4 tl�l!/ 0 12x4 � 1ilNli 1 12 %4 8 /5X7 \5 %7 M 4 8 12 �3 %8 y K�3X8 T ■a - �-• 13X4 13X4 171'2 T L 410 FB 1'4" 2'8' 1'4 2'8 1'4 �15�gI 53 "8 ttl' 10T8 1117181 14 I 1511 1 173 . 8 1 98 1 7� 23•S8 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 P9: 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): 0.272 E 999 286 T 3232 / 255 / 2857/ - /304 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.718 D 399 286 L 3232 /454 /3074/- / - /5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.392 L - - Wind reactions based on MWFRS Des Ld: 3200 . EXP: C HORZ(TL): 1.020 L - - T Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 18.07 ft Code / Misc Criteria Creep Factor: 1.5 L Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.274 Bearings T & L Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.741 Spacing: 24.0" MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.781 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 219 -2536 F - G 250 -2175 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 240 -2499 G - H 305 -2206 Lumber Purlins C - D 94 -2232 H - I 421 -2314 Value Set: 136 (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D - E 129 -2206 1 - J 257 -2499 Top chord 2x4 SP #2 t0 laterally brace chords as follows: E - F 188 - 2175 J - K 446 - 2536 Bot chord 2x4 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP #3 :W1, W9 2x6 SP #2: TC 24 0.00 23.92 Maximum Bot Chord Forces Per Ply (Ibs) :W5 2x4 SP #2: BC 120 0.00 23.92 Chords Tens.Comp. Chords Tens. Comp. Apply purlins 10 any chords above or below fillers Lumber value set "13B" uses design values at 24" OC unless shown otherwise above. T - S 406 -103 P - O 2382 -415 approved 1/30/2013 by ALSC S - R 2247 -165 O - N 2344 -414 Loading R - Q 2302 -156 N - M 2285 -420 Nailnote Truss transfers a maximum horizontal load of Q - P 2434 -401 M - L 333 - 36 Nail Schedule:0.131 "x3 ", min. nails 28354 ( 118.54 pIf) along top chord, from either Top Chord: 1 Row @12.00" 0.c. direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply (Ibs) Bot Chord. 1 Row @ 4.75" o.c. connections are to be designed by Engineer of Record. Webs Tens.Comp Webs Tens. Comp Webs :1 Row @ 4" o.c. Drag Loads: Force( #) (PLF) Mbr Start End p ' ' Repeat nailing as each layer is applied. Use equal Case 1: 2835 118.54 TC 0.00 23.92 A - T 105 -784 P - Z 256 -433 spacing between rows and stagger nails in each row 2835 354.38 BC 7.50 15.50 A - U 1921 -125 Z -AA 259 -429 to avoid splitting. Case 2: 2835 118.54 TC 0.00 23.92 6 In addition, apply (1) 0.22 U - S 1927 -136 AA -AB 260 428 - 0.25" min /max dia. X 6.0" 2835 354.38 BC 7.50 15.50 S - C 108 3 AB -AC 257 -444 length wood screw at each joint location. Case 3: 2835 118.54 TC 0.00 23.92 2835 354.38 BC 7.50 15.50 C -V 152 -317 AC -1 258 -434 Special Loads Case 4: 2835 118.54 TC 0.00 23.92 V - W 148 - 327 1- M 164 - 93 (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) 2835 354.38 BC 7.50 15.50 W -X 152 -310 M -AD 1967 362 TC- From 58 pIf at 0.0010 58 plf at 11.96 Case 5: 2835 118.54 TC 0.00 23.92 X - Y 148 -310 AD- K 1972 -361 TC- From 58 pIf at 11.9610 58 pIf at 23.92 2835 354.38 BC 7.50 15.50 Y - P 148 - 316 K - L 126 784 BC- From 212 p11 at 0.0010 212 pIf at 11.96 Case 6: 2835 118.54 TC 0.00 23.92 F - P 2674 -240 BC- From 212 pIf at 11.9610 212 p11 at 23.92 2835 354.38 BC 7.50 15.50 Case 7: 2835 118.54 TC 0.00 23.92 Plating Notes 2835 354.38 BC 7.50 15.50 Maximum Gable Forces Per Ply (Ibs) All plates are 3X3 except as noted. Case 8: 2835 118.54 TC 0.00 23.92 Gables Tens.Comp. Gables Tens. Comp. 2835 354.38 BC 7.50 15.50 B - U 51 -28 Z - G 38 -10 Plates sized for a minimum of 4.00 sq.in. /piece. Drag Load for wind only. V - R 12 -69 AA- H 38 -13 W -Q 108 -8 0-AB 108 -9 D -X 38 -16 N -AC 10 -69 E -Y 36 -3 AD -J 51 -27 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 4 SEQN: 17779 / T36 / GABL Custom Qty: 1 FROM DRW: GE02 Wgt: 683.2 Ibs Page 2 of 2 / ... 12/19/15 Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes Negative reaction(s) of -454# MAX. (See Max Reactions table above) Requires uplift connection. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. The overall height of this truss excluding overhang is 10 -11 -9. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 AP E Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 4 SEQN: 17776 / T29 / GABL Custom Qty: 1 FROM: DRW: GE03 Wgt: 683.2 Ibs Page 1 of 2 / ... 12/19/15 9 (11,___11,.". .8 1 }9 5'3"8 g 1'8 9 9'3"8 10T8 1 8 13 3 8 1 1" 17'3"8 1f 10" 23',1' I 5 . 3 . 8 I t0 . I I 2 . 6 . I 1 . 4 . I I" ,.4. I 2 . 6 . I 5 . 3 . 8 F 14x8 11 G II2xa G E G 0000111111 III p 12X4 112X 10 axe IT 16X4 o • 1 gzX4 I��I!/ !tIl` 82x4 Rill 12x4 s R N � 5 5x7 X7 tit 8 =3x8A Km3X8 IT J- iy 113x4 _ 13X4 W9 171 • I L 1 ' 10 ' 4'10" 8 1' 4" 2'8' 1'4' 2'8' 8 • I 5'318 '10" 10T8 111' „'8I 11 I 15'11'8 1 17 1. 7% I 6 . 6 1�TB 23'5 "8 � tA H 23'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.402 P 713 286 T 3232 / 255 / 3248/ - / 318 / - BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.813 P 353 286 L 3232 / 255 / 3922 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.580 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 1.173 L - - T Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 18.07 ft Code / Misc Criteria Creep Factor: 1.5 L Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.345 Bearing L Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.741 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.811 Maximum Top Chord Forces Per PIy (Ibs) C&C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 219 - 2984 F - G 111 - 3213 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 240 -3025 G - H 109 -3298 Lumber Purlins C - D 94 -3061 H - I 94 -3429 Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E - E 109 -3116 I - J 240 -3 to lateral) brace chords as follows: E - F 1111 1 - 3144 6 6 J - K 219 -333 58 58 Top chord 2x4 SP #2 Y Bot chord 2x4 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP #3 :W1, W9 2x6 SP #2. TC 24 0.00 23.92 Maximum Bot Chord Forces Per PIy (Ibs) W5 2x4 SP #2: BC 120 0.00 23.92 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Lumber value set "13B" uses design values at 24" OC unless shown otherwise above. T - S 791 - 228 P - 0 3182 -164 approved 1/30/2013 by ALSC S - R 3049 -165 0 - N 3115 -156 Loading R - Q 3258 -156 N - M 3061 -165 Nailnote Truss transfers a maximum horizontal load of 0 - P 3575 -164 M - L 338 36 Nail Schedule:0.131 "x3 ", min. nails 2865 # ( 119.80 plf) along top chord, from either Top Chord: 1 Row @12.00" o.c. direction, to supports where indicated. Diaphragm and Maximum Web Forces Per Ply ( Ibs ) P Web Bot Chord: 1 Row @ 4.50" o.c. connections are to be designed by Engineer of Record. Webs Tens.Comp. Comp. Webs : 1 Row @ 4" o.c. Drag Loads: Force( #) (PLF) Mbr Start End Webs Tens. Com Repeat nailing as each layer is applied. Use equal Case 1: 2865 119.80 TC 0.00 23.92 A - T 105 -839 P - Z 308 -664 spacing between rows and stagger nails in each row 2865 382.00 BC 2.66 10.16 to avoid splitting. A - U 2147 -125 Z -AA 320 - 664 Case 2: 2865 119.80 TC 0.00 23.92 U - S 2153 -136 AA -AB 323 661 In addition, apply (1) 0.22 " - 0.25" min /max dia. X 6.0" 2865 382.00 BC 2.66 10.16 length wood screw at each joint location. Case 3: 2865 119.80 TC 0.00 23.92 S - C 156 -13 AB -AC 300 -676 2865 382.00 BC 2.66 10.16 C - V 152 -321 AC- I 309 -663 Special Loads Case 4: 2865 119.80 TC 0.00 23.92 V - W 148 - 334 I - M 285 -134 (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) 2865 382.00 BC 2.66 10.16 W - X 152 - 316 M -AD 2638 -136 TC- From 58 plf at 0.00 to 58 plf at 11.96 Drag Load for wind only. X - Y 148 - 322 AD- K 2642 -125 TC- From 58 plf at 11.96 to 58 plf at 23.92 Y - P 148 - 324 K - L 105 - 960 BC- From 212 plf at 0.00 to 212 plf at 11.96 Wind F - P 3956 - 99 BC- From 212 plf at 11.96 to 212 plf at 23.92 Wind loads based on MWFRS with additional C&C Plating Notes member design. Maximum Gable Forces Per Ply (Ibs) All plates are 3X3 except as noted. Gables Tens.Comp. Gables Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. B - U 51 28 Z - G 55 7 V - R 12 - 69 AA- H 38 -13 W - Q 108 -8 O -AB 108 -9 D - X 38 -16 N -AC 10 -72 E - Y 43 -3 AD -J 51 -27 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 epwE, Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMIMEECIEE PE No. 60839 PE No 58544 PE No. 71457 ABCC59 Ply: 4 SEQN: 17776 / T29 / GABL Custom Qty: 1 FROM: DRW: GE03 Wgt: 683.2 Ibs Page 2 of 2 ... / ... 12/19/15 Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. The overall height of this truss excluding overhang is 10 -11 -9. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 AP E Michael G Kozlowski Jeffrey P Arneson Derek B Murray MiBiZEUCEEI PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17737 / T13 / GABL Custom Qty: 1 FROM: DRW: GE04 Wgt: 58.8 Ibs ... / ... 12/19/15 2'3 "8 I 3'7 "8 I 4'11"8 I 6'3 "8 I 7'7 "8 I 9 2'3"8 1'4" 1'4" 1'4" 1'4" 2 E =4X4 - /� 12 D F 8 C G o r Cl 0 3X4 6 H kt 3X4 III3X8(E � � I 3X8(ES) I i ■ imi I\ 121"2 1113X4 N M L K J r....:, 1111 1111, L 2'3 "8 1'4" 1'4" I 2'3 "8 2 , 3 „ I 3,7 „ 1'4" 8 I 4,1 1'4" 1 „8 _I 6 , 3 „ I 7 , 7 „ 9 , 11 " Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.014 J 999 240 A 1323 / 93 / 1147/ - / 90 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.150 N 795 180 I 1323 / 93 / 1147/ - / - / 3.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.105 C - - A Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 I Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.447 Bearings A & 1 Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.750 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.363 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 147 -1381 E - F 231 -1164 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 149 -1339 F - G 195 -1214 Lumber Additional Notes C - D 195 -1214 G - H 149 -1339 Value Set: 13B (Effective 6/1/2013) See DWGS A14015ENC101014 & GBLLETIN1014 for D - E 231 -1164 H - I 147 -1381 Top chord 2x4 SP #2 gable wind bracing requirements. Bot chord 2x4 SP M -30 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 4 -0 -14. Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' A - N 1040 80 L - K 1028 73 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' N - M 1028 -75 K - J 1028 75 Lumber value set "13B" uses design values M - L 1028 - 73 J - I 1040 - 80 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply (Ibs) - - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) Webs Tens.Comp. TC- From 57 plf at 0.00 to 57 plf at 4.96 E - L 952 -147 TC- From 57 plf at 4.96 to 57 plf at 9.92 BC- From 210 plf at 0.00 to 210 plf at 9.92 Maximum Gable Forces Per Ply (Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. C - N 275 -36 K - F 116 - 31 Plates sized for a minimum of 4.00 sq.in. /piece. D - M 116 - 31 J - G 275 - 33 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.92 BC 119 0.00 9.92 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. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EnSCEEEMO PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17731 / T35 / GABL Custom Qty: 1 FROM: DRW: GE05 Wgt: 274.4 Ibs Page 1 of 2 ... / ... 12/19/15 348 '4'12 810'8 11T8 14'4'8 17 1410'8 233' 1 4. 14. eI I d. i 1 1 1 I 1 1 F -- 1 F 1 F --� F-� 7-7.9.7-18 1 F 1 2 1 - 1 7 1'd'8 1'8'4 1'd'8 1'd'8 '0'12 1'd'B _ 16012 AIIN M SF 0 13x3 5 1wE)3) 1H03101 3 4 '5 ' 4 l 3X3 i'4 '3 3X3 4) 8X6iE31 AH AG AF AE AD AC AB AA Z Y X W V U T 1155 , 1 1 1e 1 1 F ra F � 1 { si 1 1 4 - x - 1 1 4 4 7 148 d9' 148 7Y 118 10'3' 148 13 148 15S 1T8 18� 148 213' 1511 0 70 66� 8' PB 1 6� iF:A. 1 ~i 14~10"8 2781 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -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): -0.147 T 999 278 A 3118 / 1342 / 1552/- / 307 1 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.398 H 701 278 S 3118 / 1342 / 1552/ - /- /5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.236 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.281 R - - A Min Brg Width Req = 3.7 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 S Min Brg Width Req = 3.7 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.837 Bearings A & S Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.985 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.727 Maximum Top Chord Forces Per PIy (lbs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 2811 -4666 J - K 622 -2807 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 B - C 1794 -3665 K- L 589 -2945 Lumber Loading C - D 1427 -3178 L - M 720 -2937 D - E 1241 -3180 M - N 871 - 2974 Value Set: 13B (Effective 6/1/2013) Truss transfers a maximum horizontal load of E - F 1102 -2954 N - 0 1108 -2954 Top chord 2x4 SP M -31 2950 # ( 126.88 plf ) along top chord, from either F - G 863 -2974 O - P 1250 -3180 Bot chord 2x4 SP M -30 direction, to supports where indicated. Diaphragm and G - H 716 -2937 P - Q 1436 -3178 Webs 2x4 SP #3 connections are to be designed by Engineer of Record. :Lt Slider 2x8 SP #2: BLOCK LENGTH = 1.500' Drag Loads: Force( #) (PLF) Mbr Start End H - I 589 -2945 Q - R 1807 -3665 :Rt Slider 2x8 SP #2: BLOCK LENGTH = 1.500' Case 1: 2950 126.88 TC 0.00 23.25 1 - J 622 - 2807 R - S 2829 -4668 2950 421.43 BC 16.25 23.25 Lumber value set "13B" uses design values Case 2: 2950 126.88 TC 0.00 23.25 approved 1/30/2013 by ALSC 2950 421.43 BC 16.25 23.25 Maximum Bot Chord Forces Per Ply (Ibs) Case 3: 2950 126.88 TC 0.00 23.25 Chords Tens.Comp. Chords Tens. Comp. Special Loads 2950 421.43 BC 16.25 23.25 A -AH 2372 -1116 AA- Z 1760 -1320 - - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) Case 4: 2950 126.88 TC 0.00 23.25 AH -AG 2391 -1135 Z - Y 1760 -1320 TC- From 58 plf at 0.00 to 58 plf at 11.62 2950 421.43 BC 16.25 23.25 AG -AF 2389 -1133 Y - X 1760 -1320 TC- From 58 plf at 11.62 to 58 plf at 23.25 Drag Load for wind only. AF -AE 2394 -1131 X - W 2390 -1605 BC- From 210 plf at 0.00 to 210 plf at 10.00 AE-AD 2390 - 1135 BC- From 210 plf at 10.00 to 210 plf at 23.25 Additional Notes 1 W - V 2394 - 1240 - AD -AC 1760 -13320 V - U 2389 -658 Plating Notes Negative reaction(s) of -1342# MAX. (See Max AC -AB 1760 -1320 U - T 2391 -467 Reactions table above) Requires uplift connection. AB-AA 1760 -1320 T - S 2372 -1229 All plates are 2X4 except as noted. See DWGS A14015ENC101014 & GBLLETIN1014 for Plates sized for a minimum of 4.00 sq.in. /piece. gable wind bracing requirements. Maximum Web Forces Per Ply (Ibs) Purlins The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. 10 -10 -6. In lieu of structural panels or rigid ceiling use purlins F -Al 442 -456 J -AO 1404 -337 to laterally brace chords as follows: Al -AJ 611 -627 AP -AQ 1386 -334 Chord Spacing(in oc) Start(ft) End(ft) AJ -AD 451 -582 AR- X 1344 -331 TC 24 0.00 23.25 AD -AK 1344 -329 X -AS 447 -582 BC 66 0.00 23.25 AL -AM 1386 -333 AS -AT 602 -617 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. AN- J 1404 - 334 AT- N 436 450 Wind Maximum Gable Forces Per PIy (Ibs) Wind loads based on MWFRS with additional C &C Gables Tens.Comp. Gables Tens. Comp. member design. C -AH 692 - 319 AO- K 166 - 26 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEMEGIMMi PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17731 / T35 / GABL Custom Qty: 1 FROM: DRW: GE05 Wgt: 274.4 Ibs Page 2 of 2 ... / ... 12/19/15 D -AG 68 - 86 Z -AP 179 - 23 E -AF 290 -134 AQ- L 91 - 95 AE -AI 210 -181 Y -AR 80 -62 AJ- G 184 -189 M -AS 177 -184 AK -AC 80 - 62 AT- W 210 -178 H -AL 91 -95 V -O 290 -131 AM -AB 179 -24 U - P 68 -86 1 -AN 166 - 26 T - Q 692 - 320 J -AA 656 - 89 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include SCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 A X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 1 SEQN: 17726 / T6 / GABL Custom Qty: 1 FROM: DRW: GE06 Wgt: 274.4 Ibs Page 1 of 2 ... / ... 12/19/15 3'1"9 '9"12 p . , - 44 , z , 1178 14 17 1410'9 23 e I e I F <B 1 . 4 t 1 z H -- 1 I 3 17I T� 147-17.8 f"'I ' �� I 2 1 -" i 7 1'd9 1'84 1'4'8 14'8 0'12 1'4"8 - 116X12 O A‘ NlE3) G I 10 E F D 113X3 G 01H031IX � " 1 �91E3) - - AH AG AF AE 4 3 D AC AB AA Z V 4 W V U 7 - s6X61E, 1, 1'4'8 1'TB 1'4' 1'4 1'1 1'/'8 1'4 "8 ♦ 1 r i H 9 i 7 ♦- g 1 1 Dad 1 3 1 c� 1 2 1 1 �d 1 4 9 1 QF r9� � r 8 �� r�� s 1 3 1 3'4'8 6'1'8 8'10'8 11T9 14'4'8 17'1'8 1410'8 ____1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.042 H 999 278 A 3118 / 211 / 1180/ - / 290 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.398 H 701 278 S 3118 / 211 / 1180/ - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.029 R - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.281 R - - A Min Brg Width Req = 3.7 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 S Min Brg Width Req = 3.7 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.837 Bearings A & S Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.852 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.727 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 731 -4231 J - K 622 - 2807 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.02F1.1028.19 B - C 337 -3665 K - L 589 -2945 Lumber Additional Notes C - D 361 -3178 L - M 523 -2937 D - E 413 -3180 M - N 486 -2974 Value Set: 13B (Effective 6/1/2013) See DWGS A14015ENC101014 & GBLLETIN1014 for E - F 411 -2954 N - 0 411 -2954 Top chord 2x4 SP M -31 gable wind bracing requirements. F - G 486 -2974 0 - P 413 -3180 Bot chord 2x4 SP M -30 The overall height of this truss excluding overhang is G - H 523 -2937 P - Q 361 - 3178 Webs 2x4 SP #3 10 -10 -6. H - I 589 -2945 0 - R 337 - 3665 :Lt Slider 2x8 SP #2: BLOCK LENGTH = 1.500' I - J 622 - 2807 R - S 731 -4232 :Rt Slider 2x8 SP #2: BLOCK LENGTH = 1.500' Lumber value set "130" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads A -AH 2372 -182 AA- Z 1760 - 57 (Lumber Dur.Fac. =1.251 Plate Dur.Fac. =1.25) AH -AG 2391 -179 Z - Y 1760 -57 TC- From 58 plf at 0.00 to 58 plf at 11.62 AG -AF 2389 -177 Y - X 1760 - 57 TC- From 58 plf at 11.62 to 58 plf at 23.25 AF -AE 2394 -178 X - W 2390 -177 BC- From 210 plf at 0.00 to 210 plf at 10.00 AE -AD 2390 -177 W - V 2394 -178 BC- From 210 plf at 10.00 to 210 plf at 23.25 AD -AC 1760 - 57 V - U 2389 -177 Plating Notes AC -AB 1760 - 57 U - T 2391 -179 AB -AA 1760 - 57 T - S 2372 -182 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in. /piece. Maximum Web Forces Per Ply (lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins F -Al 204 -359 J -AO 1404 -317 to laterally brace chords as follows: AI -AJ 215 -555 AP -AQ 1386 -323 Chord Spacing(in oc) Start(ft) End(ft) AJ -AD 255 -582 AR- X 1344 -313 TC 24 0.00 23.25 AD -AK 1344 - 313 X -AS 255 -582 BC 120 0.00 23.25 AL -AM 1386 -323 AS -AT 215 -555 Apply purlins to any chords above or below fillers at 24" 00 unless shown otherwise above. AN- J 1404 - 317 AT- N 204 -359 Wind Maximum Gable Forces Per Ply (lbs) Wind loads based on MWFRS with additional C &C Gables Tens.Comp. Gables Tens. Comp. member design. C -AI 692 -14 AO- K 166 - 22 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray illigiiiIMEI PE No 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 1 SEQN: 17726 / T6 / GABL Custom Qty: 1 FROM: DRW: GE06 Wgt: 274.4 Ibs Page 2 of 2 ... / ... 12/19/15 D -AG 68 -86 Z -AP 179 -20 E -AF 290 -17 AQ- L 91 - 95 AE -AI 210 -17 Y -AR 80 -62 AJ- G 59 -40 M -AS 59 -40 AK -AC 80 -62 AT- W 210 -21 H -AL 91 -95 V -O 290 -20 AM -AB 179 -19 U - P 68 - 86 I -AN 166 -22 T -Q 692 -5 J -AA 656 - 89 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 q P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MECEICHCEri PE No. 60839 PE No 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17733 / T34 / GABL Custom Qty: 1 FROM: DRW: GE07 Wgt: 131.6 Ibs ... / ... 12/19/15 3 1^_1 6 1^ _ 1 91—_1 111 --8I 11. 1�_ I 213 I 27 "8 1'4" 5.3..8 1'4" 711 "8 1 . 4 .. 10'7 "8 14 13 „ 14” 15'11 "8 14" 16'7 "8 2'7"8 I 2 ' 7 " 8 I 1-1 4 'I I I 1 ' I f- , 4 I 1 1 ' 4 " -I F 'I F1 =-4X4 G I 12 F I. ' j 1113X3 B E • K 1113X3 D . L1113X3 E. N C : M 1113X3 B . N 1113X3 A 0= 3X4(D1) _ m a 0 9 fl 9 0 I Q U B Q Z - .' 81 = 3X41151) �� : . . 2 AB AA Z Y X W V.5X5 U T S R Q 1113X3 p 1113X3 r 21'3" 1 2'7 "8 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" I 2'T'8 I 1 , 4 .. 5 8 1 , 4 7'I 107"8 "I t4" 1 1 3.3..8 15' 11"8 14 " 1 8'I 2 . 7 .. 8 3 1 i"s 1- sl-7°s s 1 3"s I 1 r�11"s 1 L___,1'4" 173"8 I 'I I 21 . 3 „ I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs), or' =PLF TCLL: 20.00 Wind Std: ASCE 7 -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): 0.001 AB 999 240 A. 63 / 417 / 531 / - / 136 / 249 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 AB 999 221 0 91 / - / 41 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 P - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.003 L - - A Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 0 Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.109 Bearings A & 0 Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.071 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 91 -111 H - I 233 - 36 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 79 -91 1 - J 194 -31 Lumber C - D 82 -81 J - K 156 -33 D - E 119 -72 K - L 119 -35 Value Set: 13B (Effective 6/1/2013) E - F 156 -63 L - M 82 -36 Top chord 2x4 SP #3 F - G 194 - 54 M - N 54 -44 Bot chord 2x4 SP #3 G - H 233 -45 N - 0 35 - 59 Webs 2x4 SP #3 Lumber value set "139" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes A -AB 79 -41 V - U 93 -40 All plates are 2X4 except as noted. AB -AA 86 -40 U - T 92 - 39 Plates sized for a minimum of 4.00 sq.in. /piece. AA- Z 88 -40 T - S 91 - 39 Z - Y 89 -40 S - R 90 -38 Purlins Y - X 91 -40 R - 0 88 -37 In lieu of structural panels or rigid ceiling use purlins X - W 92 40 Q - P 86 36 to laterally brace chords as follows: W - V 93 - 40 P - 0 79 - 33 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 21.10 Maximum Gable Forces Per Ply (Ibs) BC 120 0.00 21.25 Gables Tens.Comp. Gables Tens. Comp. Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. B -AB 189 -117 U - I 132 - 83 C -AA 59 -60 T - J 108 -73 Wind D - Z 74 -74 S - K 73 -73 Wind loads based on MWFRS with additional C &C E - Y 73 -73 R - L 74 -74 member design. F - X 108 - 73 Q - M 59 - 60 G - W 132 -83 P - N 189 -117 Additional Notes V - H 17 -130 See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 5 -8 -7. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17783 / T17 / GABL Custom Qty: 1 FROM: DRW: GE08 Wgt: 43.4 Ibs ... / ... 12/19/15 9' "8 510 "8 7'2 "8 8'6 "8 9'8 "12 1 I I I 5 „ 1 , 4 „ 1 , 4 „ 1 , 2 „ I E 12 3 C D i B � i ■ i iv 1 �� i i 1 10'1 "2 t ct ) = 3X4(D1) I H G I 9'10 "8 I 510 „ I 1 , 4 „ 1 1'4” I 1'2"4 , 5'10 "8 7 ' 2 "8 8'6 "8 9'8 "12 910 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria A Maximum Reactions (Ibs), or' =PLF TCLL: 20.00 Wind Std: ASCE 7 -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): 0.018 I 999 240 A* 64 / 200 / 251 / - / 86 / 118 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.035 I 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 I - - A Min Brg Width Req = - Des Ld: 32.00 EXP: C HORZ(TL): 0.013 1 - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.561 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.357 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.089 A - B 31 -127 C - D 9 -49 C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: B - C 0 - 50 D - E 7 -14 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) A - I 161 -1 H - G 168 -2 Top chord 2x4 SP #3 I - H 169 - 2 G - F 170 -2 Bot chord 2x4 SP #3 Webs 2x4 SP #3 Maximum Gable Forces Per Ply (Ibs) Lumber value set "13B" uses design values Gables Tens.Comp. . Gables Tens. Comp. approved 1/30/2013 by ALSC B - I 348 -304 D - G 141 -88 Plating Notes C - H 42 -63 E - F 52 -31 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in. /piece. 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 0.15 9.88 BC 75 0.00 9.88 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. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 2 -10 -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. 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 ( ;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray UMECUEOCI PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17787 / T26 / GABL Custom Qty: 1 FROM: DRW: GE09 Wgt: 43.41bs ... / ... 12/19/15 9' 10"8 5'10 "8 7'2"8 8'6 "8 9'8"12 I 5 , 10 ,. 8 I 1 ' I 1 ' f 1'2"4 I E 12 — 3 C D i B � I • i o (V 1 — ■ ■ • mil l 10'1 "2 °3X4(D1) ►_�' 6" I H G I 1 9'4"8 • 510 "8 1'4" 1'4" 1'74 I 510 I 7 , 2 ., 8 I 8'6 "8 I 9'8„12 1 .12 9 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs), or' =PLF TCLL: 20.00 Wind Std: ASCE 7 -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): 0.008 I 999 240 A 176 / 22 / 78 / - / 83 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 I 999 180 A• 52 / 168 / 183 / - / - / 107 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 I - - H / 115 Des Ld: 32.00 EXP: C HORZ(TL): 0.009 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.423 A Min Brg Width Req = - Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.313 Bearing A is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.086 Bearing A Fcperp = 565psi. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 . Lumber Additional Notes A - B 29 -130 C - D 8 50 B - C 0 -56 D - E 7 - 15 Value Set: 13B (Effective 6/1/2013) See DWGS A14015ENC101014 & GBLLETIN1014 for Top chord 2x4 SP #3 gable wind bracing requirements. p Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #3 The overall height of this truss excluding overhang is Webs 2x4 SP #3 2 -10 -0. Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values A - I 8 -10 H - G 2 -4 approved 1/30/2013 by ALSC I - H 3 -4 G - F 1 -1 Plating Notes Maximum Gable Forces Per Ply (Ibs) All plates are 2X4 except as noted. Gables Tens.Comp. Gables Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. g - I 328 -285 D - G 140 87 Purlins C - H 84 -50 E - F 52 -32 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 0.50 9.88 BC 119 0.00 9.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 8" maximum gable end overhang. 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 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEEMMEDNI PE No. 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 1 SEQN: 17772 / T11 / GABL Custom Qty: 8 FROM: DRW: GE10 Wgt: 30.8 Ibs ... / ... 12/19/15 4'8'12 I 8'0"6 4'5 "12 3'6'10 T 12 03X4 C 4 '' T i 1 113X3 B gr v M b - - M 6 tV 10 A .= = 12 � 1968 E D 4X5( + +) 1 8,0„6 1 4'8 "15 I 3'3"8 4'8 "15 8'0 "6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs), or' =PLF TCLL: 20.00 Wind Std: ASCE 7 -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): 0.005 E 999 240 A* 100 / 228 / 210 /- /- / 56.9 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.010 E 999 180 D` 29 / 84 / 27 / - / 116 / 39.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.002 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.005 E - - A Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 21.35 ft Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.238 Bearings A & D are a rigid surface. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.144 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.045 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 52 - 93 B - C 154 -96 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 138 (Effective 6/1/2013) See DWGS A14030ENC101014 & GBLLETIN1014 for Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 gable wind bracing requirements. A - E 64 0 D - C 76 -233 Bot chord 2x4 SP #2 Shim all supports to solid bearing. E - D 53 0 Webs 2x4 SP #3 The overall height of this truss excluding overhang is Lumber value set "13B" uses design values 14 -9 -9. Maximum Gable Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Gables Tens.Comp. Plating Notes B - E 326 - 237 All plates are 3X4(D1) except as noted. ( + +) - This plate works for both joints covered. Plates sized for a minimum of 4.00 sq.in. /piece. 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 0.15 8.03 BC 57 0.00 4.74 BC 49 4.74 7.89 Apply purlins to any chords above or below filers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 A Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMIECEICEEI I PE No. 60839 PE No 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17493 / T62 / FLAT Custom Qty: 1 FROM: DRW: GEB07 Wgt: 126.0 Ibs ... / ... 12/19/15 2' 11 "5 5'6' 2 8'1 "7 107" 13'0"9 15'7 "14 152'1 1 21'2" f' 2 "5 I 2,6 " 13 I 27"5 I 2,5"9 I 2,5"9 I 27 "5 I 2'6"13 I 2'11 "5 1 =5X5 = 4X5 =H0514 =4X5 =5X5 A B C D E F G H 1 T co o 1 W" `gy �Y No � ! A EN In nom ■ 4 i) 8'1 "2 =4X10 =5X5 =H0514 =5X5 =4X10 =4X5 R Q P O N M L K J = 4X5 22"5 2'8 "5 27 "13 2'9 " 1 2'9 "1 2'7"13 2'8 "5 2'2"5 2'5" I- 5'2"2 I- 7'9 "15 I- 107" I 1 3'4 "1 I 1511 "14 1 18'8"3 I 20'10 "8 I,4 2I" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria • Maximum Reactions (lbs) TCLL: 59.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 0.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.554 E 458 254 R 1655 / 1655 / - / - / - / 3.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.554 E 458 254 J 1655 / 1655 / - / - / - / 3.5 BCDL: 0.00 Category: NA Snow Duration: NA HORZ(LL): 0.098 B - - R Min Brg Width Req = 3.5 Des Ld: 59.00 EXP: NA HORZ(TL): 0.098 B - - J Min Brg Width Req = 3.5 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 1.5 Bearings R & J are a rigid surface. Soffit: 2.00 TCDL: NA psf Bldg Code: Custom Max TC CSI: 0.768 Load Duration: 1.25 BCDL: NA psf TPI Std: 2007 Max BC CSI: 0.957 Maximum Top Chord Forces Per Ply (lbs) Spacing: 24.0 " MWFRS Parallel Dist: NA Rep Factors Used: No Max Web CSI: 0.792 Chords Tens.Comp. Chords Tens. Comp. C &C Dist a: NA ft FT /RT: 30(0)/10(0) Mfg Specified Camber: A - B 2564 -2544 E - F 7053 -7036 I: NA GCpi: NA Plate Type(s): B - C 4535 -4510 F - G 6044 -6017 Wind Duration: NA WAVE, HS VIEW Ver: 15.01.02F1.1028.19 C - D 6044 -6017 G - H 4535 -4510 Lumber Additional Notes D - E 7053 -7036 H -1 2564 -2544 Value Set: 13B (Effective 6/1/2013) Full Height Blocking reinforcement required to prevent buckling of members over the bearings: Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP M -31 bearing 1 located at 0.00' bearing 2 located at 20.88' Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M -31 Webs 2x4 SP #3 :W2, W16 2x4 SP #2: Negative reaction(s) of -1655# MAX. (See Max R - Q 17 -15 N - M 6178 -6152 Lumber value set "13B" uses design values Reactions table above) from a non-wind load case 0 - P 2793 -2758 M - L 4726 -4703 approved 1/30/2013 by ALSC requires uplift connection. P - 0 4726 -4703 L - K 2793 -2758 Truss must be installed as shown with top chord up. 0 - N 6178 -6152 K - J 17 -15 Special Loads The overall height of this truss excluding overhang is - - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) 1 -10 -8. Maximum Web Forces Per Ply (Ibs) TC- From 118 plf at 0.00 to 118 plf at 20.58 Webs Tens.Comp. Webs Tens. Comp. TC- 882 lb Conc. Load at 10.29 A - R 1545 -1638 N - F 1020 -1071 Plating Notes A - Q 2874 -2905 F - M 598 -889 All plates are 4X8 except as noted. Q - B 1094 -1425 M - G 1563 -1624 Plates sized for a minimum of 4.00 sq.in. /piece. B - P 2080 -2151 G - L 929 -1192 P - C 929 -1192 L - H 2080 -2151 Purlins C - O 1563 -1624 H - K 1094 -1425 In lieu of structural panels or rigid ceiling use purlins 0 - D 598 - 889 K -1 2874 -2905 to laterally brace chords as follows: D - N 1020 -1071 1- J 1545 -1638 Chord Spacing(in oc) Stan(ft) End(ft) E - N 0 -1126 TC 24 0.00 21.17 BC 33 0.00 21.17 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inSEEIBMI PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17696 / T23 / COMN Custom Qty: 21 FROM: DRW: T01 Wgt:100.81bs ... / ... 12/19/15 8'5 "8 16'11" 8'5 "8 8'5 "8 B,15X7(R1) 12 10 V io Eo 0 4XS A 1 4, 4X8 I . .. 10'1'2 6X 6X8 .. F 114 5 E 1114 5 8'5 "8 8'5 "8 16'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.009 E 999 240 F 577 / 154 / 266 / - / 211 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 203 D 577 / 154 / 266 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.008 B - - F Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.08 ft Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.552 Bearings F & D Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.610 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.374 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): . A - B 252 -601 B - C 252 -601 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M -30 F - E 293 -258 E - D 92 -65 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A - F 249 - 542 E - C 287 - 94 Plating Notes A - E 287 -92 C - D 249 -542 Plates sized for a minimum of 4.00 sq.in. /piece. B - E 248 0 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.29 16.63 BC 120 -0.29 16.63 Apply puffins 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 8 -6 -3. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 PP E Michael G Kozlowski Jeffrey P Arneson Derek B Murray IHEICEMIZEMI PE No 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17698 / T16 / COMN Custom Qty: 5 FROM: DRW: T02 Wgt: 116.2 Ibs ... / ... 12/19/15 2'5'8 I ' 8'5 ( 14 "8 I 16'11" I 25 "8 6' 6' 2'5 "8 C 1114X5 - 12 10 zo m 04X88 D %4X8 �3XBA , r„..........10, _ E 3X8 e -T8 1 N 1 L•i n 1 z_r . 10'1"2 p2X4 112X4 - =- L 114 5 2'S "8 K 6' 6' H 2'S" 8114 -5 1 2'5 "8 I 8'5"8 I 1 "8 I 1611" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.019 1 999 240 L 577 /47 / 266 /- / 211 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.039 1 999 203 F 577 / 47 / 266 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.023 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.048 F - - L Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.08 ft Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.370 Bearings L & F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.679 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.308 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 324 - 879 C - D 251 - 591 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 251 -591 D - E 323 -879 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 L - K 13 -7 1 - G 677 - 230 Webs 2x4 SP #3 J - I 677 -297 H - F 13 -7 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. A - L 203 -558 1 - D 244 -340 A- J 668 -228 D- G 127 0 Purlins L - J 225 -230 G - H 35 0 In lieu of structural panels or rigid ceiling use purlins J - K 35 0 G - E 668 -227 to laterally brace chords as follows: J - B 161 -90 G - F 9 -15 Chord Spacing(in oc) Start(ft) End(ft) B - 1 257 -393 E - F 203 -558 TC 24 0.00 16.92 C - 1 326 -100 BC 28 0.00 2.31 BC 120 2.33 14.59 BC 28 14.61 16.92 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 8 -6 -3. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray riUMMECEI PE No 60839 PE No 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17700 / T5 / COMN Custom Qty: 17 FROM: DRW: T03 Wgt: 100.8 Ibs ... / ... 12/19/15 8'5 "8 1611" 8'5 "8 I 8'5 "8 Bs5X7(R1) — 12 t0V I 04X8 D i4X8 _ I I �: old. .. 10'1 "2 =6X8 114X5 `• F1145 E D 8'5"8 8'S "8 1 8'S "8 16'11" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.009 E 999 240 F 577 / 47 / 266 / - / 211 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 203 D 577 / 47 / 266 / - / - / - BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.008 B - - F Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.08 ft Code 1 Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.552 Bearing F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.610 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 223 -601 B - C 223 -601 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M -30 F - E 293 - 258 E - D 92 - 56 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A - F 220 - 542 E - C 287 - 94 Plating Notes A - E 287 -92 C - D 220 -542 Plates sized for a minimum of 4.00 sq.in. /piece. B - E 248 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 0.00 16.92 BC 120 0.00 16.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 8 -6 -3. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek 13 Murray InEllninaCCO PE No 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 2 SEQN: 17709 / T10 / COMN Custom Qty: 1 FROM: DRW: T04 Wgt: 235.2 Ibs ... / ... 12/19/15 51 "8 I 9'11 "8 1 14'9 "8 1 19'11" 5'1 "8 4'10" 4'10" 5'1 "8 D =4X4 12 61/ 5X5 C E 5X5 It 4It in 0 3X4 B F t1 3X4 IIIH0510(E5) 1114X10(E5) A , ` G 1 T r _ 1 1 - I 0 1 0'1'2 =8x8 -_. 1114X4 I H 1113X4 4'11 "12 41 "12 4'11 "12 '1 411 "12 1 4'11"12 1 9'11 "8 -1 1411"4 -I- 1911" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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 Cc: NA VERT(LL): 0.104 I 999 240 A 3934 / 509 / - /- /- / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.196 I 999 238 K 3622 / 484 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.082 F - - A Min Brg Width Req = 2.3 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 2.1 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.740 Bearings A & K Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 370 -2724 D - E 264 -1893 Wind Duration: 1.60 HS, WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 359 -2694 E - F 347 -2542 Lumber Purlins C - D 264 -1893 F - G 357 -2572 Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP #2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 TC 24 0.00 19.92 A - J 2354 -309 I - H 2182 -295 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' BC 120 0.00 19.92 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Apply purlins to any chords above or below fillers J I 2312 -306 H - G 2217 298 at 24" OC unless shown otherwise above. Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Nailnote The overall height of this truss excluding overhang is 5- 11 -14. J- C 776 -46 I- E 85 -599 Nail Schedule:0.131 "x3 ", min. nails C - I 97 -753 E - H 620 -33 Top Chord: 1 Row @12.00" o.c. D - I 1482 -154 Bot Chord: 1 Row @ 5.00" 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. =1.25 / Plate Dur.Fac. =1.25) TC- From 56 plf at 0.00 to 56 plf at 9.96 TC- From 56 plf at 9.96 to 56 plf at 19.92 BC- From 5 plf at 0.00 to 5 plf at 9.96 BC- From 5 plf at 9.96 to 5 plf at 19.92 BC- 577 lb Conc. Load at 0.73, 2.73, 3.19, 5.19 7.19, 9.19 ,11.19,13.19,15.19,17.19,19.19 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE ;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray InELECEMil PE No. 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 1 SEQN: 17713 / T28 / COMN Custom Qty: 4 FROM: DRW: T05 Wgt: 114.8 Ibs ... / ... 12/19/15 1 4'11 "8 1 9'11 "8 1 14'11 "8 1 ' " ' ' 19'11" 411 8 5' 5' 4'11 "8 _ D = 5X5 ii 12 6 V 1112X4 C E 1113X3 i 4n 3X4 B F k 3X4 IIIH0310(E5) i ` - C I 11 1IH0310(E5) '1 � 111 _ # - E13 z J 1 -5X5 H I =4X5 =4X5 51 "4 4'10 "12 4'9 "12 51"4 1 5'1 "4 1 10' 1 14'9 "12 1 1911" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.068 H 999 240 A 910 / 376 / 303 / - / 128 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.109 H 999 238 K 911 / 376 / 303 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.019 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.036 F - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.378 Bearings A & K Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.998 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.298 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 701 -1599 D - E 667 -1524 Wind Duration: 1.60 HS, WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 680 -1553 E - F 680 -1555 Lumber Wind C - D 667 -1523 F - G 701 -1600 Value Set: 13B (Effective 6/1/2013) Wind Toads based on MWFRS with additional C &C Top chord 2x4 SP #2 member design. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Additional Note A - J 1324 -579 1 -H 881 -388 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' The overall height of this truss excluding overhang is J - 1 881 -388 H - G 1325 -579 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' 5- 11 -14. Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C - J 188 -191 D - H 704 -282 (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) J - D 702 - 282 H - E 188 -191 TC- From 56 plf at 0.00 to 56 plf at 9.96 TC- From 56 plf at 9.96 to 56 plf at 19.92 BC- From 4 plf at -1.38 to 4 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 4.96 BC- From 50 plf at 4.96 to 50 plf at 8.58 BC- From 90 plf at 8.58 to 90 plf at 11.42 BC- From 50 plf at 11.42 to 50 plf at 14.96 BC- From 10 plf at 14.96 to 10 plf at 19.92 BC- From 4 plf at 19.92 to 4 plf at 21.29 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. 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 19.92 BC 115 0.00 19.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 r, Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIODUCIEE PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEAN: 17752 / T21 / COMN Custom Qty: 16 FROM: DRW: T06 Wgt: 142.8 Ibs ... / ... 12/19/15 I 61'8 I 1111'8 I 179'8 I 2311' 6'1'8 5 5'10' 6 C 14X8 I 'L �1 H 12 1fix8 10 /4X8 D�0 %8 n 1 %5%7 /5 %7 G Z1 8 12 3X8A E ∎3X8 II re 1- • 13X4 _ 13X4 •� W 8 171'2 J F 5'4'8 6'1'8 61'8 5'4'8 A 5'10' I 11'11'8 I 18'1' I 23'5'8 I {5�g A n 23'11' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Cc: NA VERT(LL): 0.296 H 968 286 J 840 / 82 / 402 / - / 304 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.632 H 453 286 F 840 / 82 / 402 / - / - / 5.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.426 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.909 F - - J Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 18.07 ft Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.731 Bearings J & F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.977 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.993 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 686 -2717 C - D 302 -2417 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 304 -2417 D - E 685 -2717 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 J - I 563 -420 H - G 2447 -515 Webs 2x4 SP #3 :W1, W9 2x6 SP #2: I - H 2447 -636 G - F 279 -155 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in. /piece. A - J 368 -937 H - D 562 -599 A - I 1995 -345 D - G 110 -243 Purlins I - B 110 -243 G - E 1995 -346 In lieu of structural panels or rigid ceiling use purlins B - H 533 -416 E - F 368 -937 to laterally brace chords as follows: C - H 2608 -228 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.92 BC 90 0.00 11.96 BC 120 11.96 23.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind Toads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 10 -11 -9. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 epitE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray Inairirini PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 2 SEQN: 17764 / T20 / COMN Custom Qty: 4 FROM: DRW: T07 Wgt: 330.4 Ibs ... / ... 12/19/15 61'8 11'11'8 17'918 2311' I 6'1"8 1 5.10' I 5'10' I 61.8 1 _ C 114x4 I �sx 12 4x80 04 4x8 6 p M • N /3x8 n •7x86 8 12 •3x8 C.3x8 9 - 1 _ 14x4 W9 ` 12'1'2 I . 114x4 _ �} J F 5 61'8 61'8 5'418 A I 5' 10' I 11'11'8 I 18'1" I 23'5 l n 2711' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.163 H 999 286 j 953 / 349 / - / - / - / 5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.342 H 838 286 F 983 / 374 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.227 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.476 F - - J Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 17.50 ft Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.321 Bearings J & F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.301 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.555 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 564 -1534 C - D 488 -1328 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 488 -1328 D - E 588 -1562 Lumber Purlins Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP #2 Chord Spacing(in oc) Start(ft) End(ft) J - 1 212 -77 H - G 1407 - 525 Webs 2x4 SP #3 :W1, W9 2x6 SP #2: TC 24 0.00 23.92 1 - H 1382 -504 G - F 226 -89 BC 120 0.00 23.92 Lumber value set "13B" uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Nailnote Additional Notes Nail Schedule:0.131 "x3 ", min. nails The overall height of this truss excluding overhang is A - J 205 -522 H - D 85 -194 Top Chord: 1 Row @12.00" o.c. 10 -11 -9. A - 1 1097 -390 D - G 57 -90 Bot Chord: 1 Row @12.00" o.c. 1 - B 66 -101 G - E 1114 -405 Webs :1 Row @ 4" o.c. B - H 66 -172 E - F 214 -533 Use equal spacing between rows and stagger nails C - H 1456 -499 in each row to avoid splitting. Special Loads (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) TC- From 58 plf at 0.00 to 58 plf at 11.96 TC- From 58 plf at 11.96 to 58 plf at 23.92 BC- From 12 plf at 0.00 to 12 plf at 11.96 BC- From 12 plf at 11.96 to 12 plf at 23.92 BC- 108 Ib Conc. Load at 3.13 BC- 149 Ib Conc. Load at 20.79 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEMICEMEI PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17754 / T40 / MONO Custom Qty: 4 FROM: DRW: TO8 Wgt:21.71bs ... / ... 12/19/15 1112X4 B / O 10 F 12 9) `' 3X8 ,3X8 I � io 2 X4 8 I 121 "2 1 . III -� -(I } =' 12 " 1 2'3" • 1 5 .. 2'8 "8 13 ♦ 5 " 3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): -0.000 B 999 240 D 105 /- /40 /- /86 /5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.000 B 999 180 C 102 / 87 / 98 / - / - / - 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): -0.002 B - - D Min Brg Width Req = 1.5 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 2014 RES Max TC CSI: 0.125 Bearing D Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.065 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0.058 Maximum Top Chord Forces Per PIy (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi: 0.18 Plate Type(s): A - B 45 - 82 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per PIy (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP #2 D - C 88 -185 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP #2: Maximum Web Forces Per PIy (Ibs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A - D 68 -107 B - C 104 -77 Plating Notes A - C 153 -66 Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 43 0.00 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 3 -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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EnEirnagiri PE No. 60839 PE No 58544 PE No. 71457 ABCC59 Ply: 2 SEAN: 17766 / T4 / COMN Custom Qty: 2 FROM: DRW: T09 Wgt: 330.4 Ibs ... / ... 12/19/15 81 11'11'8 175'8 23'11' 1 6 I 510• 1 5 I 6 1 0 14X5 �i I i H 16X10 10 0. 4X8 D \4X8 M N, /4X8 r Wa4X8G Zi 8 12 =3X8 T A E =3X8 r e' �' q - -i- I_ . 84X4 - 14X4 1212 J F 5'4'8 6'1'8 6'1'8 5'4"8 • p 1 510' 1 11'11.8 1 181' 23'5'8 I • n 23'11' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.211 H 999 286 J 1063 / 397 / - / - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.436 H 657 286 F 1044 / 388 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.292 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.604 F - - J Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 17.50 ft Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.375 Bearings J & F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.482 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.791 Maximum Top Chord Forces Per Ply (lbs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 711 -1859 C - D 698 -1783 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 698 -1783 D - E 687 -1804 Lumber Purlins Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP #2 Chord Spacing(in oc) Start(ft) End(ft) J - I 201 - 81 H - G 1681 -632 Webs 2x4 SP #3 :W1, W9 2x6 SP #2: TC 24 0.00 23.92 I - H 1766 -669 G - F 199 -80 BC 120 0.00 23.92 Lumber value set "13B" uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24" 00 unless shown otherwise above. Maximum Web Forces Per Ply (lbs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Additional Notes Nail Schedule:0.131 "x3 ", min. nails The overall height of this truss excluding overhang is A - J 242 -604 H - D 0 - 21 Top Chord: 1 Row @12.00" o.c. 10 -11 -9. A - I 1373 - 516 D - G 97 -167 Bot Chord: 1 Row @12.00" o.c. 1 - B 88 -146 G - E 1325 -495 Webs : 1 Row @ 4" o.c. B - H 14 - 65 E - F 236 - 590 Use equal spacing between rows and stagger nails C - H 2077 -787 in each row to avoid splitting. Special Loads - - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) TC- From 58 plf at 0.00 to 58 plf at 10.63 TC- From 29 plf at 10.63 to 29 plf at 11.96 TC- From 29 plf at 11.96 to 29 plf at 13.29 TC- From 58 plf at 13.29 to 58 plf at 23.92 BC- From 12 plf at 0.00 to 12 plf at 10.63 BC- From 6 plf at 10.63 to 6 plf at 11.96 BC- From 6 plf at 11.96 to 6 plf at 13.29 BC- From 12 plf at 13.29 to 12 plf at 23.92 BC- 345 Ib Conc. Load at 10.63 BC- 175 Ib Conc. Load at 13.29 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 epE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 inglenrina ABCC59 Ply: 1 SEQN: 17758 / T22 / SPEC Custom Qty: 2 FROM: DRW: T10 Wgt: 65.1 lbs ... / ... 12/19/15 5.4 1as- 5 I 5.14 - .3x3 T i'• - -- ° ,3xa 2 •fixes 10 m N E /3x8 m 4 12 .3x8 - 1 12x, _ 012,2 E 4rrz sr4 ' I 42'8 IA Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.028 B 999 240 F 369 / - / 169 / - / 231 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.060 B 999 180 D 365 / 162 / 326 / - / - / - BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.019 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.040 E - - F Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 17.47 ft Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.324 Bearing F Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.978 Spacing: 24.0 " MWFRS Parallel Dist: > 2h Rep Factors Used: Yes Max Web CSI: 0.380 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 383 -899 B - C 65 -129 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply (lbs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 F - E 299 - 541 E - D 773 -707 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP #2: Maximum Web Forces Per Ply (lbs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A - F 257 -407 B - D 595 -647 Plating Notes A - E 571 -149 C - D 142 -115 Plates sized for a minimum of 4.00 sq.in. /piece. E - B 119 -44 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 10.50 BC 118 0.00 10.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C &C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9 -9 -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. 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 ep E X 4 Michael G Kozlowski Jeffrey P Arneson Derek B Murray InEllinrni PE No. 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 2 SEAN: 17789 / T41 / FLAT Custom Qty: 4 FROM: DRW: T11 Wgt: 36.4 Ibs ... / ... 12/19/15 =4X5 1112X4 A B 0 ti yy ,\\r, / ! 13'11"7 D C 1112X4 2 , 5 „ =4X5 i' 2'5" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.000 A 999 240 D 108 / 53 /- /- /- / - BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.000 A 999 180 C 149 / 87 / - / - / - / - BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): -0.000 B - - D Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 15.59 ft Code / Misc Criteria Creep Factor: 1.5 C Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.044 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.075 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.009 Chords Tens.Comp. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: A - B 2 -3 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Purlins Chords Tens.Comp. Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D - C 2 -1 Top chord 2x4 SP #2 to laterally brace chords as follows: Bot chord 2x4 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP #3 TC 24 0.00 2.42 Maximum Web Forces Per Ply (Ibs) BC 29 0.00 2.42 Webs Tens.Comp. Webs Tens. Comp. Lumber value set "13B" uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24" OC unless shown otherwise above. A - D 17 - 33 B - C 17 - 33 The TC of this truss shall be braced with attached A - C 0 0 Nailnote spans at 24" OC in lieu of structural sheathing. Nail Schedule:0.131 "x3 ", min. nails Top Chord: 1 Row @12.00" o.c. Hangers I Ties Bot Chord: 1 Row @12.00" o.c. Recommended hanger connections are based on Webs : 1 Row @ 4" o.c. manufacturer tested capacities and calculations. Use equal spadng between rows and stagger nails Conditions may exist that require different c in each row to avoid splitting. connections than indicated. Refer to manufacturer Special Loads publication for additional information. - - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) (J) Hanger Support Required, by others TC- From 54 plf at 0.00 to 54 plf at 2.42 Bearing D (0', 1311 "7) HTU26 -2 BC- From 10 plf at 0.00 to 10 plf at 2.42 Supporting Member: (2)2x6 SP #2 BC- 102 lb Conc. Load at 1.69 (20) 0.148 "x3" nails into supporting member, Plating Notes (14) 0.148 "x3" nails into supported member. Plates sized for a minimum of 4.00 sq.in. /piece. (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1 -7 -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. 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 - 904.621.5200 'A Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMMEEIC PE No 60839 PE No. 58544 PE No. 71457 a ABCC59 Ply: 2 SEQN: 17760 / T12 / FLAT Custom Qty: 2 FROM: DRW: T12 Wgt: 46.2 Ibs Page 1 of 2 ... / ... 12/19/15 =4X5 1112X4 A B ■ 0 ,_ b N I • ■ I �1 i t di 18'11 "7 D C IP 1112X4 =4X5 2'5" i 2'5" i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.000 A 999 240 D 175 /80 /- /- /- /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.000 A 999 180 C 345 / 155 / - / - / - / - BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): -0.000 B - - D Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 21.84 ft Code / Misc Criteria Creep Factor: 1.5 C Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.044 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.099 Maximum Top Chord Forces Per Ply (lbs) Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.010 Chords Tens.Comp. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: A - B 1 -1 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Purlins Chords Tens.Comp. Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D - C 1 -1 Top chord 2x4 SP #2 to laterally brace chords as follows: Bot chord 2x6 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP #3 TC 24 0.00 2.42 Maximum Web Forces Per Ply (Ibs) BC 29 0.00 2.42 Webs Tens.Comp. Webs Tens. Comp. Lumber value set "138" uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24" OC unless shown otherwise above. A - D 22 - 33 B - C 22 - 33 The TC of this truss shall be braced with attached A - C 0 0 Nailnote spans at 24" OC in lieu of structural sheathing. Nail Schedule:0.131 "x3 ", min. nails Top Chord: 1 Row @12.00" o.c. Hangers / Ties Bot Chord: 1 Row @10.25" o.c. Webs : 1 Row @ 4" o.c. Recommended hanger connections are based on Use equal spacing between rows and stagger nails manufacturer tested capacities and calculations. in each row to avoid splitting. Conditions may exist that require different connections than indicated. Refer to manufacturer Special Loads publication for additional information. - -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) Bearing at location x =0' y= 18'11 "7 uses the following TC- From 54 plf at 0.00 to 54 plf at 2.42 support conditions: BC- From 10 plf at 0.00 to 10 plf at 2.42 Bearing D (0', 18'11 "7) HTU26 -2 BC- 365 lb Conc. Load at 1.77 Supporting Member (2)2x6 SP #2 (20) 0.148 "x3" nails into supporting Plating Notes member, Plates sized for a minimum of 4.00 s in./ iece. (14) 0.148"x3" nails into supported q P member. (J) Hanger Support Required, by others Wind Bearing C (72 ", 1811'7) HTU26 -2 Wind loads and reactions based on MWFRS. Supporting Member (2)2x6 SP #2 End verticals not exposed to wind pressure. (20) 0 nails into supporting memm (14) 0.148 "x3" nails into supported member. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No. 71457 ABCC59 Ply: 2 SEAN: 17760 / T12 / FLAT Custom Qty: 2 FROM: DRW: T12 Wgt: 46.2 Ibs Page 2 of 2 ... / ... 12/19/15 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2- 10 -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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No 71457 ABCC59 Ply: 1 SEQN: 17768 / T15 / SPEC Custom Qty: 4 FROM: DRW: T13 Wgt: 75.6 lbs ... / ... 12/19/15 1 - 6'2" '° -I- 2'9 "8 1- 2'9 "8 I" 17'11" H 6'2" 12 D =4X4 4 V 3X3 C E„, 3)(3 • co `' 3X4 1113X8(E5) B F a 3X4 T A ` C,1113X8(E5) 8 °2 1 1 j _419'6 "8 °6X10 8'11 "8 8'11 "8 811 "8 I-- 17'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.056 B 999 240 A 580 / 121 / 232 / - / 48 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.116 B 999 214 G 580 / 121 / 232 / - / - / 3.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.046 B - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 21.71 ft Code / Misc Criteria Creep Factor: 1.5 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.408 Bearings A & G Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.685 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.383 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 654 -1477 D - E 444 -882 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 547 -1125 E - F 547 -1125 Lumber C - D 444 -882 F - G 654 -1477 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 A - H 1033 -465 H - G 1033 -465 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Web Forces Per Ply (lbs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Plating Notes C - H 228 -323 H - E 228 -323 D - H 480 -228 Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.92 BC 120 0.00 17.92 Apply puffins 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 15 -2 -8. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 2 SEQN: 17717 / T2 / COMN Custom Qty: 1 FROM: DRW: T14 Wgt: 235.2 Ibs ... / ... 12/19/15 1 51"8 I 9'11 "8 I 14'9 "8 I 19'11" { 5'1 "8 4'10" 4'10" 51"8 D 1114X4 T 12 6 V 05X5 C E 5X5 in 3X4 B F k- 1114X10(E5 i ` II14X10(E5) A G T z 1 j_ 1 (1) 10'1"2 -8x8 1113 I X4 1113X4 4'11 "12 4'11 "12 411 "12 I 411 "12 1 4'11 "12 I 9'11 "8 1 14'11'4 19'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.106 I 999 240 A 3282 / 449 / - / - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.200 I 999 238 K 3708 / 491 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.045 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.084 F - - A Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 2.2 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.745 Bearings A & K Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.743 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.590 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 358 -2598 D - E 270 -1970 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 347 -2567 E - F 353 -2622 Lumber Purlins C - D 270 -1970 F - G 363 -2652 Value Set: 138 (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP #2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 TC 24 0.00 19.92 A - J 2230 - 297 I - H 2252 - 300 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' BC 120 0.00 19.92 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Apply purlins to any chords above or below fillers J I 2204 - 296 H - G 2287 303 at 24" OC unless shown otherwise above. Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Nailnote The overall height of this truss excluding overhan is 5- 11 -14. J -C 571 -28 1 -E 85 -600 Nail Schedule:0.131 "x3 ", min. nails C -1 79 -543 E - H 627 -34 Top Chord: 1 Row @12.00" o.c. D -1 1549 -159 Bot Chord: 1 Row @ 5.50" 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. =1.25 / Plate Dur.Fac. =1.25) TC- From 56 plf at 0.00 to 56 plf at 9.96 TC- From 56 plf at 9.96 to 56 plf at 19.92 BC- From 10 plf at 0.00 to 10 plf at 2.23 BC- From 5 plf at 2.23 to 5 plf at 19.92 BC- 577 lb Conc. Load at 2.23, 4.23, 6.23, 8.23 10.23 ,11.19,13.19,15.19,17.19,19.19 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EFEECEIMil PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17715 / T8 / COMN Custom Qty: 7 FROM: DRW: T15 Wgt:100.8lbs ... / ... 12/19/15 8•5 " 1611" 8'5 "8 85 Bo5X7(R1) 12 10 4X8A + 14X8 ■ ■■ m.', a 101"2 111405 ."ExB 814X5 �� D 1 858 I 858 8'5"8 16'11 - Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria • Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl i.m Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.009 E 999 240 F 577 / 47 / 266 / - / 211 / - BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 203 D 577 / 47 / 266 / - / - / - BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.008 B - - F Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 15.08 ft Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.552 Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.610 Maximum Top Chord Forces Per Ply (lbs) Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Rep Factors Used: Yes Max Web CSI: 0.347 Chords Tens.Comp. Chords Tens. Comp. C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: A - B 223 -601 B - C 223 -601 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) F - E 293 -258 E - D 92 -56 Top chord 2x4 SP M -30 Bot chord 2x4 SP #2 Maximum Web Forces Per Ply (lbs) Webs 2x4 SP #3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC A - F 220 -542 E - C 287 -94 A - E 287 -92 C - D 220 -542 Plating Notes B - E 248 0 Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.92 BC 120 0.00 16.92 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C &C member design. Additional Notes The overall height of this truss excluding overhang is 8 -6 -3. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 2 SEQN: 17719 / T1 / COMN Custom Qty: 1 FROM: DRW: T16 Wgt: 263.2 Ibs ... / ... 12/19/15 55'8 10'7"8 I I 15'9"8 1 21'3" 5'5 "8 5'2" 5'2" 5'5'8 D 1114X4 T 12 6 I/ 5X5 C E 5X5 7 G w is 3X4 B F 13X4 10(E5) IIH i - ` G q q _ _ 10'1"2 - =8X8 Ift 1114X4 1 1114X4 5'3 "12 5'3"12 5'3 "12 5312 • 5312 I- 10'7 "8 I 15'11 "4 I L 21,3„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.119 1 999 254 A 3603 / 488 /- /- /- / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.224 1 999 254 K 3468 / 484 / - / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.051 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.096 F - - A Min Brg Width Req = 2.1 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 2.0 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.842 Bearings A & K Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.859 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.603 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 392 -2870 D - E 282 -2019 Wind Duration: 1.60 HS, WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 381 -2838 E - F 372 -2710 Lumber Purlins C - D 282 -2018 F - G 383 -2741 Value Set: 13B (Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP #2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 TC 24 0.00 21.25 A - J 2471 -327 1- H 2332 -317 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' BC 120 0.00 21.25 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Apply purlins to any chords above or below fillers J - I 2440 - 325 H - G 2360 319 at 24' OC unless shown otherwise above. Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Nailnote The overall height of this truss excluding overhan is 6 -3 -14. J - C 782 -45 1- E 92 -644 Nail Schedule:0.131 "x3 ", min. nails C -1 101 -772 E - H 650 - 35 Top Chord: 1 Row @12.00" o.c. D - I 1583 -165 Bot Chord: 1 Row @ 5.75" 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. =1.25 / Plate Dur.Fac. =1.25) TC- From 56 plf at 0.00 to 56 plf at 10.62 TC- From 56 plf at 10.62 to 56 plf at 21.25 BC- From 10 plf at 0.00 to 10 plf at 2.23 BC- From 5 plf at 2.23 to 5 plf at 21.25 BC- 577 lb Conc. Load at 2.23, 4.23, 5.19, 7.19 9.19 ,11.19,13.19,15.19,17.19,19.19 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 ep E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEMIEVEM PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17721 / T9 / COMN Custom Qty: 8 FROM: DRW: T17 Wgt: 127.4 Ibs ... / ... 12/19/15 51.8 I 107^8 157"8 21'3" 5.7 "8 5' 5 ' I 5 7'8 - 1-- D ---= _ 5X5 ii 12 6 V 1112X4 C E 1112X4 co co 3X46 F 3X4 IIIH0�0(E5) IIIH0310(E5) AA G roe J- �- M ( h10'1"2 =4X5 1 =4X5 H l ff ' 5'9 "4 4'2 "12 5'5 "12 =4X5 5'9 "4 1 5'9 "4 I- 10' I 15 . '12 I- 21'3^ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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 Cc: NA VERT(LL): 0.065 J 999 254 A 898 / 390 / 324 / - / 136 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.108 J 999 254 K 898 / 390 / 324 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.018 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.036 F - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.353 Bearings A & K Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.989 Spacing: 24.0 " MWFRS Parallel Dist: > 2h Rep Factors Used: Yes Max Web CSI: 0.329 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 726 -1533 D - E 690 -1460 Wind Duration: 1.60 HS, WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 704 -1488 E - F 704 -1488 Lumber Additional Notes C - D 690 -1460 F - G 725 -1532 Value Set: 13B (Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP #2 6 -3 -14. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 A - J 1267 -599 I - H 862 -408 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' J - I 862 -408 H - G 1266 -598 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Lumber value set "13B" uses design values Maximum Web Forces Per Ply (lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C - J 204 - 234 D - H 657 -292 (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) J - D 658 -292 H - E 204 -234 TC- From 56 plf at 0.00 to 56 plf at 10.62 TC- From 56 plf at 10.62 to 56 plf at 21.25 BC- From 10 plf at 0.00 to 10 plf at 5.62 BC- From 50 plf at 5.62 to 50 plf at 15.62 BC- From 10 plf at 15.62 to 10 plf at 21.25 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. 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 21.25 BC 113 0.00 21.25 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray UNEEICHMI PE No. 60839 PE No 58544 PE No 71457 ABCC59 Ply: 1 SEQN: 17728 / T3 / COMN Custom Qty: 11 FROM: DRW: T18 Wgt: 154.0 Ibs ... / ... 12/19/15 678 117"8 1678 237 I 678 5 1 5 6.7..8 D w408 AN 4 o so YH03 4 4,/ ■H0310(E5) 1 Aar G 1 ■ - o I %3 1: !_4 :. .4X4 H 694 =4X5 37'12 6'5•.12 =4X5 6.74 1 6 I 10' I 16'5 "12 I 23'3" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -10 Pg: NA C1: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 130 mph Pt NA Ce: NA VERT(LL): 0.059 C 999 278 A 1096 / 392 / 378 / - / 290 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 C 999 278 K 1097 / 392 / 378 / - / - / 5.5 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.072 F - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.531 Bearings A & K Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.602 Spacing: 24.0 " MWFRS Parallel Dist h to 2h Rep Factors Used: Yes Max Web CSI: 0.784 Maximum Top Chord Forces Per PIy (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 633 -1482 D - E 559 -1331 Wind Duration: 1.60 HS, WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 547 -1372 E - F 546 -1371 Lumber Wind C - D 558 -1332 F - G 631 -1480 Value Set: 13B (Effective 6/1/2013) Wind Toads based on MWFRS with additional C &C member design. Ply (lbs) Top chord 2x4 SP #2 n. Maximum Forces Per Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP #2 Webs 2x4 SP #3 Additional Notes A - J 960 - 380 I - H 649 - 259 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' The overall height of this truss excluding overhang is J - I 649 -259 H - G 960 -380 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' 10 -10 -6. Lumber value set "13B" uses design values Maximum Web Forces Per PIy (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C - J 327 - 297 D - H 740 - 309 (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) J - D 741 -309 H - E 327 -297 TC- From 58 plf at 0.00 to 58 plf at 11.62 TC- From 58 plf at 11.62 to 58 plf at 23.25 BC- From 10 plf at 0.0010 10 plf at 3.83 BC- From 50 plf at 3.83 to 50 plf at 6.42 BC- From 10 plf at 6.42 to 10 plf at 6.62 BC- From 50 plf at 6.62 to 50 plf at 10.00 BC- From 50 plf at 10.00 to 50 plf at 16.62 BC- From 10 plf at 16.62 to 10 plf at 16.92 BC- From 50 plf at 16.92 to 50 plf at 19.50 BC- From 10 plf at 19.50 to 10 plf at 23.25 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. 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 23.25 BC 120 0.00 23.25 5 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray ' T E C H N O L O G Y PE No. 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17735 / T7 / COMN Custom Qty: 3 FROM: DRW: T19 Wgt:44.8Ibs ... / ... 12/19/15 1 4'11 "8 9'11" 4'11 "8 I 4'11"8 C =4X4 12 8 V 0,03X4 B D tt 3X4 1113X8(E5 1113X8(E5) M A , E a , ■ • mi _ ■ Ak 12'1 "2 F MI 1112X4 1 4'11"8 I 4'11"8 4'11 "8 9'11" • Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.021 B 999 240 A 331 / 93 / 156 / - / 90 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.059 B 999 180 E 331 / 93 / 156 / - / - / 3.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.047 B - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.310 Bearings A & E Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.204 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.196 Maximum Top Chord Forces Per Ply (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 382 - 544 C - D 186 -357 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 186 -357 D - E 381 -542 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 A - F 263 - 75 F - E 263 - 75 ' Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Web Forces Per Ply (lbs) Lumber value set "138" uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C - F 165 0 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.92 BC 119 0.00 9.92 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 -0 -14. NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1 -03, should be used in conjunction with the architectural plans during installation. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No. 60839 PE No. 58544 PE No 71457 • ABCC59 Ply: 1 SEQN: 17739 / T24 / MONO Custom Qty: 14 FROM: DRW: T20 Wgt: 43.4 Ibs ... / ... 12/19/15 6'8 "12 I 9'10"8 6 3'1"12 12 1112X4 D 3 ✓ 1 k 2X4 C 0 3X4 B °5 X5(E1 Is 7601 :'/ 10'1 "2 III3X8 9'10"8 i 9'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl /CSI Criteria • Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.091 B 999 240 A 318 / 88 / 125 / - / 87 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.175 B 678 180 E 318 . / 115 / 126 / - / - / - BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.028 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.055 B - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code 1 Misc Criteria Creep Factor: 1.5 E Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.555 Bearing A Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.662 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.707 Maximum Top Chord Forces Per PIy (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 787 -1121 C - D 0 -47 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 331 -437 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per PIy (lbs) Chords Tens.Comp. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 A - E 406 -439 Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.774' Maximum Web Forces Per Ply (Ibs) Lumber value set "135" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC C - E 523 -470 D - E 80 -18 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.88 BC 119 0.00 9.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C &C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3 -1 -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. 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray T E C H N O L O G Y PE No 60839 PE No. 58544 PE No. 71457 ABCC59 Ply: 1 SEQN: 17741 / T14 / MONO Custom Qty: 9 FROM: DRW: T21 Wgt:43.4lbs ... / ... 12/19/15 6'8 . '12 ( 9'10"8 6'8'12 3'1 "12 12 1112X4 D 3 2X4 C ... 0 :3X4 B cn 5X5(E1) 4 i 0 10'1 "2 1 ► III 3X8 E 6 I- " i 9'4"8 1 9'10"8 9'10 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7 -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): 0.036 B 999 240 A 343 / 92 / 145 / - / 87 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.069 B 999 180 E 293 / 109 / 116 / - / - / - BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP: C HORZ(TL): 0.036 B - - A Min Brg Width Req = 1.5 NCBCLL: 10.00 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 2014 RES Max TC CSI: 0.413 Bearing A Fcperp = 565psi. Load Duration: 1.25 BCDL: 3.0 psf TPI Std: 2007 Max BC CSI: 0.542 Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.580 Maximum Top Chord Forces Per PIy (Ibs) C &C Dist a: 3.00 ft FT /RT: 30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 937 -1046 C - D 1 -41 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.02F1.1028.19 B - C 284 -385 Lumber Additional Notes Value Set: 13B (Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per PIy (lbs) Top chord 2x4 SP #2 3 -1-10. Chords Tens.Comp. Bot chord 2x4 SP #2 A - E 348 -390 Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.774' Maximum Web Forces Per Ply (lbs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSO C - E 465 -404 D - E 95 -36 Plating Notes Plates sized for a minimum of 4.00 sq.in. /piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.88 BC 119 0.00 9.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers 1 Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C &C member design. Right end vertical not exposed to wind pressure. Left cantilever is 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MCWIMICI PE No. 60839 PE No. 58544 PE No. 71457