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335 10TH ST - ACCESSORY STRUCTURE PERMIT ri r P CITY OF ATLANTIC BEACH ``f) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC17-0047 Description: NEW ACCESSORY STRUCTURE Estimated Value: 55908.75 Issue Date: 7/10/2017 Expiration Date: 1/6/201.8 PROPERTY ADDRESS: Address: 335 10TH ST RE Number: 170075 0000 PROPERTY OWNER: Name: AF AB VENTURE LLC Address: 800-C THIRD ST NEPTUNE BEACH, FL 32266 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MATHIEU BUILDERS Address: 1778 OCEAN GROVE DR QA DUSTIN MATHIEU BROWN ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. y i.Ai r. City of Atlantic Beach APPLICATION NUMBER rj Building Department (To be assigned by the Building Department.) Aik800 Seminole Road Re • Atlantic Beach, Florida 32233-5445 �� r. Phone(904)247-5826 • Fax(904)247-5845 //-- t �• E-mail: building-dept@coab.us Date routed: V 11 i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3I O sT De artment review required Yes No uildi Applicant: IV\ INT 44 I E V L LG annin &Zoni n 1 A Tree Administrator Project: 10610 X10 C CC—Ssocy 4, is or — 1 S T 2U L'T L.)$2-E 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: ['Approved. VSlenied. . ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Ir 1(1'T TREE ADMIN. Second Review: VApproved as revised. ['Denied. . ['Not applicable 111 PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 (-_)• i. �5, ._--- CI Y OF ATLANTIC BEACH f in C CD E Q v 800 SEMINOLE ROAD 1/-1 ATLANTIC BEACH,FL 32233 (904)247-5800 �0s��>r 1� JUN 1 9 201/ BUILDING DEPARTMENT REVIEW COMMENTS Date: 6.13.2017 Permit#: ACC17-0047 Applicant: Mathieu Blders, Inc. Site Address: 335 10th St., AB Site Address: 38 West 9th St, A.B. Review: 1 Phone: 813.3661 RE#: 170075-0000 Email: _dustin(a,mathieubuilders.com_ Homeowner: AFABVentures LLC CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. 1. Contractor shall sign 1 copy of the ENERGY PERFORMANCE LEVL DISPLAY CARD. 2. Submit 2 legal surveys. 3. Contractor shall come in and sign and date the 2 site plans with the proposed Finish Floor Elevation. 4. Submit 2 copies of informational sheets on the spray foam insulation system. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 6- /1\611F1 PeV< .ei... CCv-riv'k IA- i"-.1' G•13'l4Y In/ . 1 i 1J-11.i 1 City of Atlantic Beach APPLICATION NUMBER -^..,n, Building Department (To be assigned by the Building Department.) ji ie, 800 Seminole Road Re. ,si Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 /_ .-P.M,, v E-mail: building-dept@coab.us Date routed: V 171 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 335 I ST De artment review required Yes No uildi Applicant: 1\n KT-1.4 I E (} EE ILL E"� . 1Pfiannin� &Zonin ' Tree Administrator Project: 1\3&D A C CC�SSOe edPu6 ic or ( iZV C.T t„) 2C- Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review Receipt Date of Permit or 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: ['Approved. ODenied. . [Not applicable (Circle one.) Comments:, BUILDING / / PLANNING &ZONING Reviewed b rDate: /�/ Y (7 TREE ADMIN. Second Review: A roved as revised. Approved ❑Denied. ❑Not applicable PUBLIC WORKS Comments: • C PUBLIC UTILITIES Gi /(/('��y PUBLIC SAFETY Reviewed by:/ --- Date:*Ki/ // —7 FIRE SERVICES Third Review: ['Approved as revised. ['Denied. . ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach : APPLICATION NUMBER t, BuildingDepartment (To be assigned by the Building Department.) it s) 800a Seminole Road i/j4,0 • _ 4104��. Atlantic Beach, Florida 32233-544 Phone(904)247-5826 • Fax(964p47-5845 ?01? /- C.� v E-mail: building-dept@coab.us Date routed: RI City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 335 I ST De artment review required Yes No uildi Applicant: 1\/\ KT-web L c c anninq &Zonin�� Tree Administrator Project: I-)&1,C) P C C GSSOe_L1 e.-PUGIic Workt' erFutirtIttlitie§.) TSV QT L)2E Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required f Review Permit or RVerifiedeceiptBy Date o Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. . ['Not applicable (Circle one.) Comments: /#/-*? BUILDING PLANNING &ZONING Reviewed Il ///,_1/i /1 D- e: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. . ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • ri.aI;• City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) A )• 800 Seminole Road �� (� C _ e.4 ;_,,...440-0Atlantic Beach, Florida 32233-5445 c `% r� Phone(904)247-5826 Fax(904)247-584:14N) /_ .!pr V E-mail: building-dept@coab.us -y Date routed: I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3E5 l C� ST De artment review required Yes No uildi Applicant: I ' T4 ( EL) 1� (�� anning &Zonina ' n ^� Tree Administrator Project: I & c A CCC.SSoey �c rtrliU tnrrltl l> T i2U C,T v 2-E Public Safety Fire Services Review fee $ 25- Dept Signature k.1 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: APP ICATION STATUS Reviewing Department First Review: leApproved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ` /1 -"Date: ‘(2.3/. 7 TREE v MIN. Secon Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable • rWORK Co ents: i'UBL1C U1Tgr/, PUBLICSAFETYReviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 .S-.v,,,,. Building Permit Application OFFICE COPY r A ;; City of Atlantic Beach �� 800 Seminole Road, Atlantic Beach, FL 32233 (1 "ops`0. y Phone: (904) 247-5826 Fax: (904) 247-5845 I \ CC 1 /-7 - 0047 --fi Job Address: 3 3 5 10-f-k. 51-- Permit Number: -1419.1"5" )(3 Legal Description t t 5/ .. (Oct. I A 6 o,/ RE# 11-O 1-S-O nd CD Valuation of Work(Replacement Cost)$ 7...5"—o o o .°O Heated/Cooled SF 4 7� Non-Heated/Cooled 4i1 • Class of Work(Circle on New)ddition Alteration Repair Mov emo Pool 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 N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be e performed: /k Co n S ir ti...(...-4- 1�e w crmG A c.--.s5-6+ry -f l"<<G`T r e-- Florida Product Approval# (for multiple products use product approval form Property Owner Information Name: 4F/IT5Vea4•4..res Lt-C- Address: /"7-) 8 S'-1 vs n1q.,. n S Or j v.Q_. City State Zip Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information /� / Q Name of Company: /I fit; ek 6Ids I hc- Qualifying Agent: DU51ia 17r0t,n Address 38 (,J at 3-G,51 City f /anfkc_(,Qach State rc- Zip 32-eL3 Office Phone ?Otf 3-,'1336 6/ Job Site/Contact Number 610 ct 812 3 6 6 State Certification/Registration,r #C6 c-1157.3-86 E-Mail d usf%ri(r)nin f"h'�to b u, t c_r S . Co in Architect Name&Phone# 14 kre130A ParK-e,S' 90 c... Q6`)._- 636 $ Engineer's Name&Phone# Workers Compensation if----)(e in et- Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. . U►0,/,lvt A o Cil . �a�Q�<�?`(,' �`._,'_. (Signature of Owner or Agent incl ding Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me this 11-day of Signed and sworn to(or affirmed)before me this Iq i-iday of Ju. \.l— ,'d O 1 V--,by rtlett( , 3-01/ ,,by-e ()(54;+n l3ro w v :-1-7-7i-777.j NSTON (Signature of Notary) (.,-,..64:..--, MdY COMMISSION#GG 042964 (• `= EXPIRES:October 27.2020 i :::vs? • ,•,;;•�,: Bonded TFW NoUry Publ',c Undenmte s � r ev` Notary Public State of Florida [ ]Personally Known OR.'......''•'•� -- [ Personally Known OR `F. Heather Brown [7�Produced Identification [ ]Produced Identification 1- i My Commission FF 239144 Type of Identification: AY k 1£(S �s(-.�-(1St_ Type of Identification: aw Expires 06/0912019 NOTICE OF COMMENCEMENT State of no.r'o0G OFFICE COP ax Folio No. 1 `/ 0 0 7 S —0000 County of v t/6-) 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 this NOTICE OF COMMENCEMENT. Legal Description of property being improved: L,o f IX 43 i s LtL (. 3 Re) Address of property being improved: n 35- /ow\ '{. General description of improvements: t? Sd)y 5�ry 1 Owner: /V Q If X71� � GLC Address:1.0) / r�S� S&J V0 f V I C!/(/t!r/L� l02/ttl�.� �1is,�4 wner's interest in site of the improvement: i`(i.Y e 5 tiut�nf ) (`o eit-�, 30,733 Fee Simple Titleholder(if other than owner): Name: 1 Contractor: pj-ki e t7 Q o i jdij1 S ress: t'.c, . 1 SF . /Mad, 13 J'� 11. 3 a a 3 3 Telephone No.: 0 - '813 - 366, / No: Surety(ifAddany) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N f A 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: Telephone No: Fax 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)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: JENNIFER JOHNSTON Expiration date of Notice of Commencement (the expiration date is one(1) year from the da ;15f c}llm l3 �I .:'.to 5s specified): %j �or :'.. , + &andbd Nu Notary puN c Urdests INN -'J UMW ♦ r 4.4-rw4 rr - THIS SPACE FOR RECORDER'S USE ONLY OWNER I ,-' , / Signed: ` r. .I i I1 i �, 91 Date: </ `, - I Doc#2017127610,OR BK 18001 Page 2264, Before me this / 1 .ay of UuA_( L in the County of Duval,State Number Pages:1 Of Florida,has personally appeared Recorded 06/01/2017 at 11:13 AM, Notary Public at Large,State of Florida,Cou yof va Ronnie Fussell CLERK CIRCUIT COURT DUVAL My commission expires: COUNTY Personally Known: or RECORDING$10.00 Produced Identification: aJj 4 S li(.t-n A.__ 1 s��,1� TREE & VEGETATION AFFIDAVIT OFFICE COPY , ,,-,i,..411./—:;;;;,;;; �' >�' ' +f,, City of Atlantic Beach f ; Department of Community Development '�M "r Planning&Zoning Division • ,,J;;l�r 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r" Owner(s) I `Legal Authorized Agent* NAME OF APPLICANT 7....A5/e., i' �GuP--- // t NAME OF COMPANY j�4-1‘e cz 4 It••44..r"-S". /A., ADDRESS OF COMPANY 3 LJ q i---t_._ 5 //-_ PHONE CELL °} tfg/3 3 “"/ EMAILd // fylgik' // ,,c.,... CONTRACTOR CERTIFICATION NUMBER G lac- /2 S-7-5 e-4, ATLBCH BUSINESS TAX RECEIPT NUMBER • SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 3.25- /0 (-L SI— /fan I—ifan address has not been assigned to this property,contact the AB Building Department at(904)247-58;26 to request an address. LEGAL DESCRIPTION �l LOT / a BLOCK /- SUBDIVISION "egi REAL ESTATE NUMBER ( T O 0 ` S — 001aOT OR PARCEL SIZE: ,7,s—d O SQ FT '1- AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I, ,'4 ,,� _. �_ cr . • • %Ati .1E-.al71i.t' Stsr3 ca✓� i7 42.:: Tf y r a i.• I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the abov .escribed or adjacent properties in conjunction with this project. SIGNATURE OF eWhIffr SIGNATURE OF OWNER Signed and sworn before me on this lay of , 2017'by State of f-CCG�G�� County of c Identification verified: IIP _ ()Vo Oath sworn: , r Yes No 411F ft '•' TONT GINDIESPERGER CJ '- MY COMMISSION#FF 92951 f! " ' i 4,,; EXPIRES:October 6.2019 1 Notary Signature d: Bonded Thu Notary Pub!iC Unde carters - My Commission expires: REV-v rig:-�io.rz /07!--“4„Y" it•U, 12 `-(C7 L ,U'0 xa trod 644 - . /f 513 I ,23b/ tywieilY_ ,3y RI ` Qui 66x3 � �� . . 049.2 73 4;0,7 , 11X11-3 1 • `' flew �Qso' lhurk`r4 1'0a �v.Tdrr�. ai ''e/�. � y7r _ 3odot dr Z s1 _ ?;_ yi ST0.2. << liXy � lb mp) CJS r 'l�r,, Comp. By: SRW Date: 6/15/2017 '---JR >r Public Works Department City of Atlantic Beach Permit No: ACC17-oo47 Address: 335 10th Street POOL HOUSE Addition Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 2,525 7,500 1.00 0.34 Pervious 4,975 7,500 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 7,500 x 9.3 / 12 V= 2,728 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,702 7,500 1.00 0.49 %ISA = 49.4% Pervious 3,798 7,500 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 7,500 x 9.3 I 12 V= 3,458 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,458 - 2,728 DV= 730 ft3 4 Retention MASTER WATER RETENTION 6/15/2017 s r j'ill , st% Comp. By: SRW r Date: 6/15/2017 Public Works Department City of Atlantic Beach Permit No: ACC17-oo47 Address: 335 10th Street POOL HOUSE Addition Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 7 7.5 80 0 BOTTOM 40 X 42 8.0 215 74 TOB 43 X 5 Elevation Area Storage (ft) (ft) (ft3) 7.5 536 0 BOTTOM 67 X 8 8.0 621 289 TOB 69 X 9 Elevation Area Storage (ft) (ft) (ft3) 7.5 144 0 BOTTOM 48 X 3 8.0 250 99 TOB 50 X 5 Inground storage=A*d*pf i A=Area= 1086.0 d=depth to ESHVYT= 4.5 pf= pore factor= 0.3 Inground Storage= 1466.1 ft3 Required Treatment Volume= 730 ft3 Supplied Treatment Volume= 1,540 ft3 II 0 I 0 1 I I Retention MASTER WATER RETENTION 6/15/2017 I t • f a N b Iado ° 91 o oo PA w n) - 2-N v, U.; � til. '* Q " aa a. 4 . d S D Zw • X °�� ^ 0vacn ov o - , t _ a d � vb ! `� u o c -. >"o ' ' n N. O _ QC 'U (-.) da Cl. 1OC � ry ^ C Cr Aa C r C/] t� O S A) y } CDiiq t rra r' - - v 0 'n f y '";\ o a- N q Zs b 0\ < f iN J O �1 •••,, c cam•CLi rt ; -C a• m ry t 0 IiI II 1 1 -S G.\ °C) "1Nc ch g C. 0c �' \n O d A v �1 0 ocp N 'O p -I. cn A '„-3 . O D "r7 S. zt. O .� 5 = N (% I y d A,-,-. H c -n-Q - = < 0 °, o ti n 0 .n a.b � o /nom � � � m kA.) H �� o N o.4 cto o• N 0 qt -+ Sr c < c d -� o0 t- O N E UO . o C n o pi Y Q.. C Oa' a CD V t • C• Vi . . W N p VO OO V C1 VA .P C./ N N O ,Q GO V vi W N "O o o ° o o w o o o to o o ,, Q O r n 7 n Ch cn to L o 0 rpa q. .� i.a (lo ON., O 74 tN `O O 'B = r q �0> ..= n O' Q O O' ^� N 00 i, C n� Q. T7 cn -' 0 -' ! -z <, n' o 03 O . j - C D. • pro D = OC :7wFr; (ro r ,, LI)tIi Jo E n s ifi° N a -3 y O CA o A - • c ! A '.7----........:, c 3 h v A o T A n O O 1O 7 O P-, n n N W o t 4t I I . . b . — _ — Cn W N O 00 v G. Vi W CO O "�"3 �] G1 vi A W tv u x V pc II - ? 0 --1 ��\ tea .. W o0 C n Z \71. > O C C) 't O 3 C" j. O O n n cn CI w c. 11M i J o 'Z1 1p1��rq� I A A, C, ! 4t •�h„Jy y I 1 f i p n K n n =' — 5. n 5 r- = v _ r' a r. C=f j t.>S0. til 12 • HCvr t"LC • ro o 4_ ° O ? °v, 9 A yQ � 'Zf cr c ri0 CD p r> a> ty T1 n = s — cu p o 4 p .� Z O_ - -, = =-• n 3B m C Q vi co n.. ,) o v)•, �. w Ge) a y co a al q n o' 0 c - 1 Ua ce1-4 O 0 r-, � o o v, _. 73 CD o 0 n c 3 jt a A> Z n r - n C ! > 3 1 ° n coC CI_ °_ ,C A, --,5• �' co N o R j ° r) d N o No v) C" C CD W no "i',. Q r1 ry '� o g. j 1a W = c � " Q -o — ro zo vo j'B = N O n oh =^ o 0o a •.0 o o as :, 0 - o 1 . 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 335 10th ST POOL HOUSE Builder Name: Marco Heating&Air Inc Street: 335 10TH STREET Permit Office: DUVAL CNN City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Owner: 335 10TH STREET Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(704.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood,Exterior R=21.0 704.00 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 1 d. N/A R= ft' 10. Ceiling Types (475.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=30.0 475.00 ft' 6. Conditioned floor area above grade(ft2) 475 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade(ft2) 0 11. Ducts R ft2 7. Windows(93.4 sqft.) Description Area a. Sup:Attic.Ret:Attic,AH:Attic 8 95 a. U-Factor: DbI,U=0.32 93.43 ft' SHGC: SHGC=0.29 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 18.0 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: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Cap:42 gallons 8. Floor Types (475.0 sqft.) Insulation Area EF: 0.000 a.Slab-On-Grade Edge Insulation R=0.0 475.00 ft' b. Conservation features b.N/A R= ft2 None c. N/A R= ft' 15.Credits Pstat Total Proposed Modified Loads: 17.65 PASS Glass/Floor Area: 0.197 Total Baseline Loads: 20.59 I hereby certify that the plans and specifications covered by Review of the plans and _•'' •SNE sTq�;'••.: this calculation are in compliance with the Florida Energy specifications covered by this , = F • Cigi0ly eiq.e0 by Dotoery Dean. ��, L.,„.-•,,,i.:•..04,\ de. @1 CN•Da"h/Deena.C•u6 DU=Mwu,Nea:eg 8 Pr O-' calculation indicates compliance '•(, /„ 4 - .I Mat"O HMan g 8 M.Inc..E.OotCMarcoComoa^we corn ' Code. Deane ,",a '""°°"°°°^ °°°�`"' with the Florida Energy Code. '�:_-�t„,k'"•. =: ':•,d. ,% 0 0.2012-064210'1649 Before construction is completed 1 tv,F., -�- ., :7= . PREPARED Y: P DATE: this building will be inspected for ';0 e_ ;a compliance with Section 553.908 ':• „`. Florida Statutes. 1 � *_ I hereby certify that this building, as designed, is in compliance `•.N with the Florida Energy Code. % CDU WE �' OWNER/AGENT< BUILDING OFFICIAL: 1 DATE: G/Z/l2- DATE: Q A39 1-) - 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. 6/1/2017 3:47 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 al FORM R405-2014 PROJECT Title: 335 10th ST POOL HOUSE Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 475 Lot# Owner: 335 10TH STREET Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Marco Heating&Air Inc Rotate Angle: 0 Street: 335 10TH STREET Permit Office: DUVAL CNTY Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 Entire House 475 3800 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 BR 117 936 No 1 1 1 Yes Yes Yes 2 BTH/LNDRY 100 800 No 0 1 Yes Yes Yes 3 KIT/LIV 258 2064 Yes 0 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 lnsulatio BR 22 ft 0 117 ft2 ____ 0 1 0 2 Slab-On-Grade Edge lnsulatio BTH/LNDRY 20 ft 0 100 ft2 ____ 0 1 0 3 Slab-On-Grade Edge Insulatio KIT/LIV 46 ft 0 258 ft2 -__ 0 1 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 571 ft2 0 ft2 Medium 0.9 No 0.9 No 30 33.7 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 475 ft2 N N 6/1/2017 3:47 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 • FORM R405-2014 CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) BR 0.1 Blown 117 ft2 0.1 Wood 2 Under Attic(Unvented) BTH/LNDRY 0.1 Blown 100 ft2 0.1 Wood 3 Under Attic(Unvented) KIT/LIV 0.1 Blown 258 ft2 0.1 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V a Ornt Tn Wall Tyra Space R-VaI11P Ft In Ft In Arna IR-Valuta Frantinn Ahsor C rarin% 1 N Exterior Frame-Wood BR 21 13 0 8 0 104.0 ft2 0 0.23 0.2 0 2 E Exterior Frame-Wood BR 21 9 0 8 0 72.0 ft2 0 0.23 0.2 0 3 E Exterior Frame-Wood BTH/LNDRY 21 10 0 8 0 80.0 ft2 0 0.23 0.2 0 4 S Exterior Frame-Wood BTH/LNDRY 21 10 0 8 0 80.0 ft2 0 0.23 0.2 0 5 N Exterior Frame-Wood KIT/LIV 21 12 0 8 0 96.0 ft2 0 0.23 0.2 0 6 S Exterior Frame-Wood KIT/LIV 21 15 0 8 0 120.0 ft2 0 0.23 0.2 0 7 W Exterior Frame-Wood KIT/LIV 21 19 0 8 0 152.0 ft2 0 0.23 0.2 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 2 E 3 Vinyl Low-E Double Yes 0.32 0.29 17.9 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 3 S 4 Vinyl Low-E Double Yes 0.32 0.29 8.3 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 4 N 5 Vinyl Low-E Double Yes 0.32 0.29 8.3 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 5 S 6 Vinyl Low-E Double Yes 0.32 0.29 35.7 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 6 S 6 Vinyl Low-E Double Yes 0.32 0.29 8.3 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 316.7 17.38 32.69 .1957 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 18 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 18 kBtu/hr cfm 0.7 1 sys#1 6/1/2017 3:47 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 • FORM R405-2014 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS V ---Supply--- Return Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 8 95 ft2 Attic 24 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr [ I Ma n Jun [X]Jul (X]Au ri Se Oct � ]]Nov Dec Heating X Jan XI Feb Mar Apr [ MaJun [ ]Jul [ ]AuSeOct 7C]Nov )C)Dec Venting Jan Feb Mar X A r [ May Jun [ )Jul [ J Aug SepX Oct XX]]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 6/1/2017 3:47 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 i FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 86 The lower the EnergyPerformance Index, the more efficient the home. 335 10TH STREET, ATLANTIC BEACH, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=21.0 704.00 ft2 b.N/A R= ft 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=30.0 475.00 ft2 6. Conditioned floor area(ft2) 475 b.N/A R= ft2 7. Windows" Description Area c. NIA R= ft2: a. U-Factor: Dbl,U=0.32 93.43 ft2 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Attic 8 95 SHGC: SHGC=0.29 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: 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: 2.000 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14.Hot water systems Cap:42 gallons a.Slab-On-Grade Edge Insulation R=0.0 475.00 ft' a. EF: b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building :,.o��HESTq?�.. Construction through the above energy saving features which will be installed (or exceeded) •��•. , ,= g O . in this home before final inspection. Otherwise, a new EPL Display Card will be completed ;`yam",;,;'' .'I/, w+`'•et. based on installed Code compliant features. 4 j y�•„ e Builder Signature:--�—+ , Date: d/2.-7/r9--- '•c.)` >:` Address of New Home: 31s City/FL Zip: •'••.,4c+ A...:,E4.• *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. 6/1/2017 3:47 PM 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: Jacksonville,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 presotd and nonprosold 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. d R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The r 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 verity 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. A R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fining flue dampers and outdoor combustion air. 0/ R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doers shall have an air infiltration rate of no more than 0.3 cfm • per square foot(1.5 Us/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. A 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 psi(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. 6 R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooing system. bR403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have centrals that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandetory)AIl 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 10 4 cfm(113 L/min)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 instated at the time of the test,total leakage shall be foss 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. 7/21/2015 11:18 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.I Com Page 1 of 3 • FORM R405-2014 MANDATORY REQUIREMENTS- (Continued) 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. ,rl 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., 0 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. 8403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn oft the hot-water circulating pump when the system is not in use. /je 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 e downward and upward bend of at least 3'/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 R403.4.4.1 Storage water heater temperature controls 8403.4.4.1.1 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 bumer(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 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 slated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section 8403.4.4.2.1. . 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 Irom 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. 4 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 Cade,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. 8403.5.1 Whole-house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table 8403.5.1. Exception:Where mechanical ventilation tans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. AR403.5.2 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,crawispaces,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 cooing and heating equipment. 15) 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. 7/21/2015 11:18 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 • FORM R405-2014 MANDATORY REQUIREMENTS- (Continued) 8403.6.1.1 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 ctm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value tor 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 it 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. / R403.6.1.2 Heating equipment capacity • 8403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section 8403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ 8403.6.1.2.2 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 8403.6.1. 7 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,shell 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. O 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 oft 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°P. p 11403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections 8403.9.1 through 8403.9.3 and In accordance with ANSUAPSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. o 8403.9.1 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. 8403.9.1.1 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 Al 1R1 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 8403.9.2 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. Whore 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 o1 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. b R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2perlormance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. fc 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 suficent space,R-10 is allowed. 7/21/2015 11:18 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Corn Page 3 of 3 4 4 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 335 10th ST POOL HOUSE Builder Name: Marco Heating&Air Inc Street: 335 10TH STREET Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Owner: 335 10TH STREET Jurisdiction: 261300 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 not 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 6/1/2017 3:47 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: 335 10th ST POOL HOUSE Builder Name: Marco Heating&Air Inc Street: 335 10TH STREET Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH , FL ,32233 Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond. Floor Area:: 475 sq.ft. Cond.Volume: 3800 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: Eq LA: ACH: ACH(50): SLA: 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 2,3 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. I herebycertify that the above envelope leakage Where required bythe code official, ' 14E STq ............... TF performance results demonstrate compliance testing shall be conducted by an _ :O.e' „ ,i• , of with Florida Energy Code requirements in approved third party. A written :'?:'' accordance with Section R402.4.1.2. report of the results of the test shall 'f''•'` be signed by the third party a conducting the test and provided to tate o SIGNATURE: the code official. h Op WE. PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 6/1/2017 3:47 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 BuildingAnalysis Job: 335 10TH STREET vrlltsoft y Date: MAY 3,2016 Entire House By: MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: 335 10TH STREET POOL HOUSE, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH, FL 32233 Phone:904-268-2845 Desi. n Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 33 ft Design 1D(°F) 38 18 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 11.0 51.2 Drybulb(°F) 33 93 Infiltration: Dailyrange(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• ' Component Btu h/ft2 Btuh %of load Walls 2.5 1557 14.5 Glazing 12.0 1120 10.4 acts Doors 0 0 0 Ceilings 1.6 750 7.0 Floors 8.2 3894 36.1ff " licn Infiltration 2.3 1592 14.8 C�ilitx� Ducts 1862 17.3 Piping 0 0 Humidification 0 0 FlOas Ventilation 0 0 Adjustments 0 Total 10775 100.0 Coolin• Component Btu h/ft2 Btuh %of load Walls 1.4 876 7.3 Glazing 11.3 1057 8.8 NA, Doors 0 0 0 Ga0 Ceilings 1.1 522 4.3 Ceili ` Floors 0 0 0 Irfiltrat'• Infiltration 0.6 394 3.3 Ducts 2539 21.1 herd(firs Ventilation 0 0 Internal gains 6630 55.2 pis Blower 0 0 Adjustments 0 Total 12019 100.0 Latent Cooling Load =4031 Btuh Overall U-value=0.223 Btuh/ft2--°F Data entries checked. Aft-410 V1/ 2017-Jun-0115:48:58 Right-Suite®Universal2017 17.0.21 RSU17889 Page 1 ...TENTH ST POOL HOUSE1335 10th ST POOL HOUSE.rup Calc=MJ8 Front Door faces: S Project SummaJob: 335 10TH STREET 4 wrightsoft Pro Summary•y Date: MAY 3,2016 Entire House By: MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: 335 10TH STREET POOL HOUSE, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH, FL 32233 Phone:904-268-2845 Notes: ORIENTATION-S-FRONT DOOR 1.5 TON 5KW&3.5 TON 8KW 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 8913 Btuh Structure 9480 Btuh Ducts 1862 Btuh Ducts 2539 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh -, Piping 0 Btuh Equipment load 10775 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 0 Infiltration Equipment sensible load 12019 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3454 Btuh Ducts 577 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 475 475 Equipment latent load 4031 Btuh Volume(ft3) 3800 3800 Air changes/hour 0.61 0.32 Equipment total load 16050 Btuh Equiv.AVF(cfm) 39 20 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HCE418A00300 Cond 25HCE418A00300 AHRI ref 9671302 Coil FB4CNP018L AHRI ref 9671302 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btu h @ 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 0.055 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=21 °F Backup: Input=3 kW, Output= 10336 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-01 15:48:58Atk* W"71tf0ft' Right-Suite®Universal201717.0.21 RSU17889 Pagel ...TENTH ST POOL HOUSE1335 10th ST POOL HOUSE.rup Calc=MJ8 Front Door faces: S +j+- wrightsoft Right-J® Worksheet Job: 335 10TH STREET Entire House Date: MAY 3,2016 By: MARCO HEATING AND AIR Marco Heating & Air Inc Plan: CUSTOM 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 1 Room name Entire House BR 2 Exposed wall 88.0 ft 22.0 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions13.0 x 9.0 ft 5 Room area 475.0 f t' 117.0 ft' 1 I I I 1 1 Ty Construction U-value Or 1 HTMI Area (ft') I Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) f or perimeter (ft) (Btuh) Heat Cool I Gross I N/P/S I Heat I Cool I Gross I N/P/S Heat I Cool I 6 4} 12E-Osw 0.068 n 2.55 1.43 200 177 451 254 104 89 227 128 L—C,G 4A5-2ov 0.320 n 12.00 10.51 8 0 99 87 0 0 0 0 4A5-2ov 0.320 n 12.00 10.51 15 0 180 158 15 0 180 158 V� 12E-Osw 0 068 e 2 55 1.43 152 134 342 192 72 72 184 103 11 I G 10D-v 0.320 e 12.00 2109 18 0 214 377 0 0 0 0 W 12E-Osw 0.068 s 2.55 1.43 200 148 377 212 0 0 0 0 —G 10D-v 0.320 s 12.00 7.36 36 36 429 263 0 0 0 0 --G 4A5-2ov 0.320 s 12.00 10.51 17 17 198 173 0 0 0 0 W 12E-Osw 0 068 w 2.55 1.43 152 152 388 218 0 0 0 0 C 16X30.0ad 0.408 - 1.58 1.10 475 475 750 522 117 117 185 129 F 22A-tom 1.180 - 44.25 0.00 475 88 3894 0 117 22 973 0 0 6I I l c)AFD excursion 2 I{ Envelope loss/gain I 7321 245601 1749 515 12 a) Infiltration 1592 394 398 99 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 6400 1000 Subtotal(lines 6 to 13) 8913 9480 2147 1844 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8913 9480 2147 1844 15 Duct loads 21% 27% 1862 2539 21% 27% 448 494 1 1 Totalrequireroomd loa(cfmd ) I I 107751 120191 I I 25951 23381 Air 5931 593 143 115 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fj,_ wr htsoft 2017-Jun-01 15:48:58 . T`- - Right-Suite®Universal 2017 17.0.21 RSU17889 Page 1 SGA ..TENTH ST POOL HOUSE\335 10th ST POOL HOUSE.rup Calc-MJ8 Front Door faces: S 4+. wrightsoft Right-J® Worksheet Job: 335 10TH STREET Entire House Date: MAY 3,2016 By: MARCO HEATING AND AIR Marco Heating & Air Inc Plan: CUSTOM 720 Mill Creek Rd.Jacksonville,FL 32211 Phone.904-743-3350 Fax 904-743-4427 License:CAC1815711 1 Room name BTH/LNDRY KIT/LIV 2 Exposed wall 20.0 ft 46.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10 0 x 10.0 ft 1.0 x 258.0 ft 5 Room area 100.0 ft' 258.0 f t' t I 1 I I Ty Construction U-value Or HTM Area (ft') LoadArea (ft') Load number (Btuh/ft'-'F) I (Btuh/ft' t ) I or perimeter (ft) I (Btuh) I or penmeter (ft) (Btuh) 1 Heat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 1 6 V/ 12E-Osw 0.068 n 2.55 1.43 0 0 0 0 96 88 224 126 -G 4A5-2ov 0.320 n 12.00 10.51 0 0 0 0 8 0 99 87 -G 4A5-2ov 0.320 n 12.00 10.51 0 0 0 0 0 0 0 0 12E-Osw 0.068 e 2.55 1.43 80 62 158 89 0 0 0 0 11 10D-v 0.320 e 12.00 21.09 18 0 214 377 0 0 0 0 V/ 12E-Osw 0.068 s 2.55 1.43 80 72 183 103 120 76 194 109 -G 10D-v 0.320 s 12.00 7.36 0 0 0 0 36 36 429 263 -G 4A5-2ov 0.320 s 12.00 10.51 8 8 99 87 8 8 99 87 W 12E-Osw 0.068 w 2.55 1.43 0 0 0 0 152 152 388 218 C 16X30-0ad 0.408 - 1.58 1.10 100 100 158 110 258 258 407 284 F 22A-tom 1.180 - 44.25 0.00 100 20 885 0 258 46 2035 0 I 6 1 c)AED excursion 9 7 Envelope loss/gain 1698 7741 38751 1166 12 a) Infiltration 362 90 832 206 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 4900 Subtotal(lines 6 to 13) 2059 1364 4707 6272 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2059 1364 4707 6272 15 Duct loads 21% 27%% 430 365 21% 27% 983 1680 Totalirrequireroomd load(cfm) 1 1 24901 17291 I 1 56901 79521 1 1 A137 85 313 393 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right-Suite®UUniversal 2017 17.0.21 RSU17889 Page 2 _.TENTH ST POOL HOUSE\335 10th ST POOL HOUSE.rup Calc=MJ8 Front Door faces: S • Manual S Compliance Report Job: 335 10TH STREET wrightsoft• P p Date: MAY 3,2016 Entire Houseom By: MARCO HEATING AND AIR Plan: CUSTOM Marco Heating &Air Inc 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax.904-743-4427 License:CAC1815711 Project Information For: 335 10TH STREET POOL HOUSE, MATHIEU BUILDERS 335 10TH STREET,ATLANTIC BEACH, FL 32233 Phone:904-268-2845 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 12019 Btuh Entering coil DB: 76.9°F Outdoor design WB: 77.1°F Latent gain: 4031 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 16050 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418A00300+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 12460 Btuh 104%of load Latent capacity: 5340 Btuh 132%of load Total capacity: 17800 Btuh 111%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 10775 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418A00300+FB4CNP018L Actual airflow: 593 cfm Output capacity: 17600 Btuh 163%of load Capacity balance: 21 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 3.0 kW 96%of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. .�. 2017-Jun-01 15:48:58 wright*Ott Right-Suite®Universal 2017 17.0.21 RSU17889 Page 1 ...TENTH ST POOL HOUSEt.335 10th ST POOL HOUSE.rup Calc=MJ8 Front Door faces: S MATHIEU BUILDERS PLAN: CUSTOM ADDRESS: 335 TENTH ST POOL HOUSE_ CARRIER 1.5 TON HEAT PUMP SYSTEM SEER: 14 HSPF: _8.2 DESIGN COOL BTUH: 18000 AVAILABLE STATIC PRESSURE: 1:1 TOTAL CFM: 435 TOTAL EFFECTIVE LENGTH: 49 PERFORMANCE METHOD: DUCT MATERIAL: R8 VINYL FLEX SUPPLY BRANCH DETAIL TABLE ROOM NAME COOLING CFM BRANCH SIZE LINEAR FT DUCT MATERIAL LIVING 200 CFM 8" 15' VINYL FLEX KITCHEN 100 CFM 6" 18' VINYL FLEX BATH 35 CFM 4" 8' VINYL FLEX BED ROOM 100 CFM 6" 8' VINYL FLEX TOTALS 435 CFM 49 LN (FT) SUPPLY TRUNK DETAIL TABLE LOCATION DESIGN BTUH TRUNK SIZE DUCT MATERIAL FROM UNIT TO 1ST DISTR BOX 12202 10" VINYL FLEX FROM UNIT TO 1ST DISTR BOX 21054 14" VINYL FLEX 1 i-- I I 1 I 1 T —T L; 1 L- iC\ `i54 .: 71 -n .\\ r_ F=I-- i j I -I I f 5 / , /' ?iii P. •-•• 1'4' „, 4'-O' • ' till ag 133 m IT .%_,% I to w ; ,Nksi I �- H i C7 I s 4'41 T I 1W-01 Is s 13'-O' r I I i I • HARLESTON G.PARKES,R.A. / 1 3re—mron35 6 • . hnfS.4'*1tiY}111 GROUP we make easyFit,` • • .1j;ter r_ Pervious Pavers = ; • .y, y t y-c. - Q,: C• -:7. `.4 T.- ti - • • The porous appearance of these units allowsrainfall to directly enter and pass though because concrete has no fines. Like other pavers, the units are fitted together over bedding, pea gravel is recommended. Sanding the joints is not recommended as this could clog the pavers. Porous units do not meet the requirements of ASTM C 936; however, these units have strength of 4,000+ psi with a permeability of over 40 inches per hour. The best use is for pedestrian areas, bicycle paths, and residential applications. We offer pervious pavers in our 4x8, Old Towne, 6x9, and 6x6 profiles and in all of our standard blends. Some of the benefits; • Reduction of runoff by as much as 100% from frequent, low-intensity and short duration storms. • Increased recharge of ground water. • Eliminates flooding and puddling in parking lots • Reduction or elimination of retention ponds • Conservation of space on site and reduction of impervious cover More info is available at ICPI website; http://www.icpi.org/design/permeable oavers.cfm Tremron Group, Arcadia (863) 491-0990 www.tremrongroup.corn Oa QORE• PROPERTY SCIENCES Plant: Tremron—Arcadia, Florida Job No: 27772 Client: Tremron _ Report No: 347424 Report Date: 7/24/07 • Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Com•ressive Strength —test date 7/23/07 at 14 days of age Unit No. .. 4A 4B 4C Average Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, inches 9.42 9.42 9.43 9.42 Saw-cut length, inches 4.71 4.77 4.70 4.73 Net Area, in2 29.48 30.15 29.70 29.78 Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. Unit No: Permeability • 4D 44.4 inches/hour(3.1 x 10'2 cm/s) • Respectfully submitted, QORE, I ussell Scribner Materials Laboratory Manager • Report Distribution: Tremron/Mr. Mike Somers 11420 Johns Creek Parkway Dulurh,Georgia 30097 (770)476.3555 fax(770)476-0213 Ii •• 1 MAP SHOWING BOUNDARY SURVEY OF LOT 18, BLOCK 13, ATLANTIC BEACH, •S RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECO'DS OF DUVAL COUNTY, FLORIDA. CER TI'IED TO: RO . BLOLI STEWART TITEEOFRT DJACKSONVILLE, INC. JOBSITE COPY WATSON AND OSBORNE, P.A. Y LOT I BLOCK 13 N 75'02,19" E 50.00' (I'LA ) • 14 75.0.2'37" E Il 0", ;, -0,,•50.10' (MEAS RED) OCT yr Ilse,,, _2.,..... r......_............. os STNlrm ACI u emr x BLOT 18 ' o ,=i BLOCK 1 ;. ce N a� I wa LOT 20 o"x o BLOCK 13 o LOT 16 IR oi �! ;'. o BLOCK 13 PREEN .6e, "3:70 7.8' I.? -- _---• -_... .._.� Y. 21.6: ONE STOR'r ;, M A G'JN R 1 " b POSTED # 335 rD d — x --- ti eK -x $ a LTJ 1,J o 0 �_- Int) N • •– Z 1 M N .qi 1/T term." 7."-c.11--".-'r'' 1•P't •.1,..,e, -'' .sT.:c.•;.,:--...2 03 — 30011'(IFA9ir Dl NO[�A,!!57i r %-::::.1'..- 'TWD 1.1101 1T[ -. . .. .:L__..1,_1: ••• xo m:�1rn oI1e, MUM)r RCN lac .•- 11 NO CO/slu.na S 75"02'49" W 50.10' (MEASURED) TENTH STREET s 75'02.49' W (40.0' RIGHT OF WAY) 50.00' (PLAT) 'N21ES: --• - _ __.._ ACCEPTED BY: "---- LEGEND: R = RADIUS —X—X= FENCE L = LENGTH .. CONCRETE — —� NOTES: -- - - - — — 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF _!�15.00'00" W _ ALONG THE REVISIONS WESTERLY BOUNDARY LINE OF SUBJECT PARCEL. 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE 1Y1T1TIN 11.000 ZONE _> DATE DESCRIPTION NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COkIMIRIITY NUI.IBE. 120075, PANEL 0SHOWN 0 THE 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECOP.DE, PLAT do/OR TITLE COMMITMENT ____�_ IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER 1I1LE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED.- 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING S RVEYOR, — JOB # 7806 I DATE OF FIELD SURVEY: 04--22-99 DISK # ZIP 22 SCALE: 1" = 30' •iSISi• ; 2522 Oak Street CERTIFICATE r . I I HEREBY CERIIFY THAT THIS SURVEY WAS M:.CE UNDER MY P.ESFON:IBLE CHARGE K C� A 1' Jacksonville. FIotIJo 3220.1 AND MEETS DIE MINIMUM TEChNICAL STANDARDS AS SET FORTh 6Y THE FLORIDA ! s (Phone) 904-389-5989 BOARD OF PROFESSIONAL SURVEYOPS AND MAPPERS Irl CHAPTER 61417-6, FLORIDA P Nv k (F0x1 i .6175 ADIIIuIg 1 �.� -;�' .A.,,,ff2K___ � 901 E39 In.Tp�E E, PURSUANT TO TION 4 ".072, FLORIN.STATUTES. tingirriitiv.:vazt-0.4,.: lip,,,:,-,ell • 47...6.,.....4._4 ,, ,._ ,•.Tt ii i 6sa�/,!,s,i.: MICHAEL J Al 0 l CENSER BUSINESS p 6702 REGISTERED SURVEYOR AND M R # 4679 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MITek3' RE: 1050733 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tm�a FL 33610-4115 Customer Info: MATHIEU BUILDERS Project Name: POOL HOUSE Model: CUSTUM Lot/Block: 335 Subdivision: TENTH ST Address: 335 TENTH ST. City: JACKSONVILLE State: FLORIDA Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 6 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date 1 T11128737 101 5/15/17 2 J111287381-102 _L5/15/17 33 1 T11128739(T03 1 5/15/17 4 T11128740'T04 1 5/15/17 5 T11128741 TGO1 1 5/15/17 6 1T11128742 TG03 15/15/17 g e'''''J ?,soc-.) " -,-3.\ \°''' . 18) . . 14,10 7/7 , „a, The truss drawing(s)referenced above have been prepared by • •, „.„.„,,„,��At 111111, MiTek USA. Inc. under my direct supervision based on the parameters ,•`�n,: PS q46. ie, provided by Builders FirstSource-Jacksonville. �.`k j ( \G E lv S T4 1'. Truss Design Engineer's Name: Albani, Thomas :1 0 39380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification : i CC :�'. STATE OF : LL Z. that the engineer named is licensed in the jurisdiction(s)identified and that the1. . designs comply with ANSI/TPI 1. These designs are based upon parameters #• .. ..X' P.' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •i�F ••: 0 R ‘p•••�•`�• file reference purpose onln to MiTek. Any y,,and was not takenct specific son into account ined is or MiTek's the preparation 000f i,'SS;C N A` .0% s•, these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albans PE No.39380 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 15,2017 Albani, Thomas 1 of 1 VAl"lk '1171 I S / *oat 4.10 11110.••#`114°/.." • tori Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. M1Tek'.. RE: 1050733 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: MATHIEU BUILDERS Project Name: POOL HOUSE Model: CUS��r 1a, FL 33610 4115 Lot/Block: 335 Subdivision: TENTH ST Address: 335 TENTH ST. City: JACKSONVILLE State: FLORIDA Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 6 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T11128737 101 5/15/17 2 1111128738 I T02 15/15/17 I 3 1111128739 1103 15/15/17 I 4 1111128740 1-104 15/15/17 I 5 1711128741 11-G01 15/15/17 I 6 1111128742 11-G03 15/15/17 I The truss drawing(s)referenced above have been prepared by ��%%PSI Ahs,,, MiTek USA,Inc. under my direct supervision based on the parameters p� <e � provided by Builders FirstSource-Jacksonville. �. ��•��G E Ns .:9,L• • �.• / Truss Design Engineer's Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. • * — — • Cc IMPORTANT NOTE:The seal on these truss component designs is a certification :•� that the engineer named is licensed in the jurisdiction(s)identified and that the STATE OF (1/ designs comply with ANSI/TPI 1. These designs are based upon parameters � .(‘••• shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i�F •• 0 A O• •�j\ `� given to MiTek. Any project specific information included is for MiTek's customers •i SS's• ••••• E� %••% file reference purpose only,and was not taken into account in the preparation of Ii, �N Ai `��s these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.A.Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 15,2017 Albani,Thomas 1 of 1 Job Truss Truss Type Qty Ply 111128737 1050733 T01 Common 4 1 Job Reference(optionall Builders FirstSource. Jacksonville,Fl 32244 7.640 s Apr 19 2016 Mffek Industries,Inc.Mon May 15 10:01:44 2017 Page 1 ID:kalcseJloLmX8Zxne Ca13zKH3q-5iFBJf1TSpOMgrfSAfbBezulgXaruVO4iKvaROzGlir -2-0-0 5-0-4 I 9-6-0 I 13-11-12 I 19-0-0 21-0-0 2-0-0 5-0-4 4-5-12 4-5-12 5-0-4 220 Scale=1:38.2 4x6= 4 6.00 12 2x4 2x4 3 5 S1 2 s/7114- MO 1 .4 a 3x4 = 3x4 5x8= I 9-6-0 I 19-0-0 9-6-0 9-6-0 Plate Offsets(X,Y)— f2:0-1-0.Edae1.16:0-1-0,Eddel.18:0-4-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.16 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.30 6-8 >756 180 BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=718/0-3-8,6=718/0-3-8 Max Horz 2=78(LC 11) Max Uplift2=-188(LC 12),6=188(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-985/598,3-4=-716/447,4-5=716/447,5-6=-985/597 BOT CHORD 2-8=-379/821,6-8=-406/821 WEBS 4-8=-191/404,5-8=-278/294,3-8=-278/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 2 and 188 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED a1TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 111128738 1050733 r 102 Common 8 1 Job Reference(optional) Builders FirstSource. Jacksonae,Fl 32244 7.640 s Apr 19 2016 MiTek Industries.Inc.Mon May 15 10:01:44 2017 Page 1 ID:kalcseJloLmX8Zxne Ca13zKH3q-5iFBJfITSpOMgrfSAtbBezulcXZauVC4iKvaROzGlir -2.0-0 1 5-0-4 i 9-6-0 13.11.12 19-0-0 ?t° 50.4 4-5-12 4-5-12 5-0-4 Scale=1:35.3 4x6= 4 8.00 FIF 2X4 244 3 5 2 M r I$ 7 3x4= 3x4 5x8= I 9-6-0 i 19.0.0 9-60 9-6-0 Plate Offsets(X,Y1— f2:0-1-0,Edgej,j6:0-1-0,Edael.17:0-4-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.32 6-7 >695 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 Ma n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=592/0-3-8,2=725/0-3-8 Max Horz 2=86(LC 12) Max Uplift 6=-144(LC 13),2=-189(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1002/626,3-4=-732/475,4-5=-735/478,5-6=-1013/648 BOT CHORD 2-7=-478/835,6-7=-508/866 WEBS 4-7=229/409,5-7=-313/328,3-7=-278/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 6 and 189 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 1 AWARNING-Verity design paramwws and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE M0-7473 rev.10(03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must very the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 1 l;� ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 711128739 , 1050733 T03 Common 1 1 ' Job Reference.(ootional) Builders FirstSource, Jacksonville.Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Mon May 15 10:01:45 2017 Page 1 ID:kalcseJloLmX8Zxne Ca13zKH3q-ZvpZW?I5D76DS?DHkM7QBBRBvwOddzpDx_efzgzGliq I -2-0.0 I 6.0-0 I 12.0.0 I 14-0-0 I 2-0-0 6-0-0 6.0-0 2-0-0 w r Scale=1:31.1 4x8= 4 II, F.' 8.00 12 3x4 i 5 3x4�� i 3x4 3x4 41, 8 2 �: :I It' ,. 1 8 0 7 3x6 I I 2x4 ll 3x6 I I I 6-0-0 I 12-0-0 I 6-0-0 6-0-0 Plate Offsets(X,Y1- 12:0-3-12,0-0-101,16:0-3-12.0-0-10) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.05 2-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-6-10,Right 2x4 SP No.3 3-6-10 REACTIONS. (lb/size) 2=496/0-3-8,6=496/0-3-8 Max Horz 2=-134(LC 10) Max Upfrft2=129(LC 12),6=-129(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=434/182,3-4=-375/195,4-5=-375/195,5-6=434/182 BOT CHORD 2-8=-9/286.6-8=-9/286 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 2 and 129 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4 1 AWARNING-Verify design pawn and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/07/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T11128740 i050733 ' T04 Common 1 1 Job Reference(ootionalt Builders FirstSource. Jacksonvile,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon May 1510:01:45 2017 Page 1 ID:kalcseJloLmX8Zxne Ca13zKH3q-ZvpZW?15D78DS?DHkM7QBBRCMwOSdznDx_e8zgzGliq 6-0-0 I 12-0-0 6-0-0 6-0-0 4*6= Scale=1:29.4 3 16. P1, 8.00 12 3x4 4 3x4 2 3x4 O 44r 3x4 1 5 1 � I 1..1 ►5 6 ►Z� 3x8 II 204 I I 3x6 II 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets(x.Y1- (1:0-3-0.0-0-10115:0-3-12,0-0-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (bc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 1-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 1-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-6-10,Right 2x4 SP No.3 3-6-10 REACTIONS. (lb/size) 1=384/0-3-8,5=38410-3-8 Max Horz 1=109(LC 9) Max Uplift 1=-88(LC 12).5=-88(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-443/209,2-3=-378/225,3-4=-3781225,4-5=-443/209 BOT CHORD 1-6=621298,5-6=-62/298 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu@=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1 and 88 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / I Q WARNING-Verify design parameters and READ NOTES ON TIES AND INCLUDED*ETEK REFERENCE PAGE*111.7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design Into the overall bunting design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII Quality Crltera,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suke 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply 711128741 1050733 TGO1 GABLE 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Inc. Mon May 15 10:01:46 2017 Page 1 ID:kalcseJloLmX8Zxne_Ca13zKH3q-25NxjLJk RG449oTH4efkOzOOKQ9MRgMAeOhWHzGlip I -2-0-0 I 9-6-0 I 19-0-0 I 21-0-0 I 2-0-0 9$0 9.60 2.0.0 4 Scale=1:39.5 3x6= 8 9 10 7 P. 11 8.00 12812 5134143x4% 3x42 ,. 3� 1:1111. 11111111111111111111: _ M=5 _ 18 (n]�iI r r Y Y Y Y r 171 4x8 228 27 26 25 24 23 22 21 20 19 18 4x8 518= I 19-0-0 I 19-0-0 Plate Offsets(X.Y)— 12:0-4-0,0-1-151.19:0.3-0,Edael.116:0-4-0,0-1-151 126:0-3-0.0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 17 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.03 17 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-0-0. (Ib)- Max Horz 2=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,16,24,25,27,28,21,20,19,18 Max Gray All reactions 250 lb or less at joint(s)2,16,23,24,25,27,28,22,21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,16,24,25,27,28, 21,20,19,18. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t 1 Q WARNING-Verily design parameters and READ NOTES ON TINS AND INCLUDED WEB REFERENCE PAGE 918-7473 rev.10/03/2015 BEFORE USE. l • Design valid for use only with MITek®connectors.This design is bawd only upon parameters shown,and is for an individual building component,nsf a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Duality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 711128742 1050733 ' TGO3 GABLE 1 1 Job Reference lootionall Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Mon May 15 10:01:47 2017 Page 1 ID:kat cseJloLmX8Zxne_Ca 13zKH3q-WHxKxgKMlkPxhJNgm9uGcWaxkmt5u0WO17E2jzGlio 6-0-0-2.0-0 12.0.0 14-0-0 II. 2-0-0 6-0-0 6-0-0 2-0-0 Scale=1:29.7 3x6 7 .4116. 8 6 a'i V 9 5 3x4 i V 10 4 3x4 11 8.00 12 3 12 a ,y^U1I � 2 - xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 13 10000 3x8 11 19 18 17 16 15 14 3x8 II 12-0-0 12-0-0 Plate Offsets(X.Y)— 17:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.04 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FBC2014fTP12007 (Matrix) Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (Ib)- Max Horz 2=-125(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,12,17,18,19,16,15,14 Max Gray All reactions 250 lb or less at joint(s)17,18,19,16,15,14 except 2=260(LC 1),12=260(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frt between the bottom chord and any other members. 9)Solid blocking is required on both sides of the truss at joint(s),12. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,12,17,18,19,16, 15,14. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEK REFERENCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of inividual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek- is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.see ANSVTPl1 Duality Crferia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 co c) p1c- W D 7N�� x m �Z �` a N o . 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O 3 N m D oa ° Dm NO 0pymoSPOa m no fa 9CN .ONN N _ a oa tQ1 V 3Np a - N n . 3 cocD D _a cN cD N. . 3 yNN 03V N (- m d ynm aDdo. m 0 � m 0 ° cN �J > > mE.a a - a. .ON (D0< mm0p. 0 . oJ =,.91 O �O co. .�a N 5 . 0'.° -0- .a -, Cn COOo p NC NNaN N J a N CO 0o N D NCND . J - N G n NN OC ,< ?,Nn5D •fnocooO -o Co aacO a »aO conQO (D.Z C N 0 d{Ua s o?. 00DC C. m fa a) o, d m? •3 3 acoFs N oC C)a- d o �c gia m3 a m 3 m P- ,s aa22. y 2 m1 ° — COg ca mnn 90aa o8 2 0 oo m m n ao ooCm �.2. om Q ° ' m m o P3 za) C fv a 0 ma w 2 Q5 f 3 3 '. c n, 2 Nfn >CD aNOG. N_5 O . 7, €O ,a (Dt0 .-OZC c, ' o ON< N CP -T1Nomg, 2 . DN 6,, ..._ .0 ON -OO O $ O d N 'OoNa 'DO 0 = N nD ? O. CA ,�w cQ x m d a3E', m oo -" as o m . -m CD m m n Q 0 "' 33 m8 co 3 . 0a yE m 3 CD — p 1m 0 c o f = 0 o o N. n 7a • o 2 o ° mm `-�m fx nmmo sa a o� c c_ 3mgm =n co mym , aNfao 3nm � uDco a O mJ a `o aNoac-0 va ' 0 •- cn CD m T CO O N 51, ° m N am o<Q mcc 0 3_9n O.‘-,° P* 1D CP August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 I I ® MiTek USA,Inc. Page 1 of 1 ,AI1LJ Note:T-Bracing/I-Bracing to be used when continuous lateral bracing == is impractical.T-Brace/I-Brace must cover 90%of web length. 1 Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. I webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace • Nails Brace Size for Two-Ply Truss k Specified Continuous } Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace WEB 2x8 2x8 T-Brace 2x8 I-Brace k T-Brace/I-Brace must be same species k and grade(or better)as web member. T-BRACE 0i 4000••••0 ,t Nails Section Detail ►1 T-Brace Web Nails aisA Web �� I-Brace Nails 4 FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 r I IL I R MiTek USA,Inc. Page 1 of 1 =ED O GENERAL SPECIFICATIONS II== I I== 1.NAIL SIZE=3"X 0.131"=10d L2.WOOD SCREW=3"WS3 USP OR EQUIVALENT —0 1 DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. / 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. ,t___L__ ___IITI II IIr1---_ __1 1---- ,I „ I 'I II ,, 0 ' „ u „ I II R 1, I, ,, IIu II i, , iI II II., I, II II 11 , II it II II 11I' J I II II II " , I, I, II n I, I, II - II I 'I r1 1 yl a ' i I L I: . I; BASE TRUSSES o VALLEY TRUSS TYPICAL it VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P TIF OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET 3\ ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING EXPOSURE C TO THE ROOF W/TWO USP WS3(1/4"X 3") WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP • I ii i ® MiTek USA,Inc. Page 1 of 1 11A1LI13 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER I oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND I oo EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S O .131 88.0 80.6 69.9 68.4 59.7 2 .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR O in .162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY oS Z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW 9 .131 75.9 69.5 60.3 59.0 51.1 (22 x3) AILS N .148 81.4 74.5 64.6 63.2 52.5 co :� NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. A NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. F- EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) (2x6) 3 NAILS 4 NAILS ;: NEAR SIDE 1 NEAR SIDE NEAR SIDE 1 NEAR SIDE I=, NEAR SIDE 1 NEAR SIDE 1 NEAR SIDE �i \ ANGLE MAY ANGLE MAY ANGLE MAY 1 \ VARY FROM VARY FROM VARY FROM ' \ 30°TO 60° 30°TO 60° 30°TO 60° 45.00° N 45.00° • 7.' , I 45.00° I FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK ' =LE 1 II I ® MiTek USA,Inc. Page 1 of 1 ... TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, LSk 1] 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3) 10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD\ , ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") - .-- wI .w� w,- we:. 7/11.11 woulii. N V V r- Alir Yt.1-Y- ..r-....i1 BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK •-..,,.,,,„? NAILS(0.131"x 3")IN EACH CHORD L _r:IN..//mi. T .. \ . Alli*\_ • /1 r4-- \ USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS) 4.0-0 WALL BLOCKING TRUSS 2x6 STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) 11( THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)- 10d NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) . FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 = TRUSS CONNECTION DETAIL MiTek USA,Inc. I III ® =ODMXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. I -1 oo CATEGORY II BUILDING , ,oo EXPOSURE B or C LAA -(� ASCE 7-10 DI DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA, Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131'X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X 3.5"NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON IL INTERSECTION,WITH(2)ROWS OF 0131"X 3'NAILS @ 4'O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: ,-��•" �` ®„'. 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR I)Milli'ifi*NIIMIIMEIllbie� 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM imm 41111M‘ PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C �. MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: -.7, 111q\\ REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On '-'-‘---------.71‘ , `I 11 \ , PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE • g� \I \ ` I\ TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE \`\\\\\�� TRUSS MITEK DESIGN DRAWING. `I\\\�`\ SCAB CONNECTION PER \ —�'4I••Ah.h'. NOTE D ABOVE ti -\ \7 , 40211111111•• � \`I�►1j;�' •'PANIONM NI 111,_ 441. ----'''l ''.P"— — OL-__Iii.------ifillk ",. 1�, \ This sheet is provided as a Piggyback connection \', detail only.Building Designer is responsible for all \``�" FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO \ EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or `:\ STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH TO CAP TRUSS REQUIRING A VERTICAL WEB: BOTTOM CHORD OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP .1 AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) IMUM 4 3) ONC NTNECTION VALIDIS ONLY RATED LOAD OF 4000LBS((@1.5�REVIEW s„f BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. il 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, f% NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 I MiTek USA,Inc. Page 1 of 2 I 10 1 =ODO Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud 00 Vertical Stud (4) 16d Common ` r LAA 11 / Wire Nails , `- BRACE GONAL i U V' v a i I ♦ �'—� RAI;E r . o♦ MiTek USA,Inc. �� ` 16d Common SECTION B-B �` Wire Nails DIAGONAL BRACE /----11.- ��;it Spaced 6"o.c. fr� 4'-0"O.C.MAX (2)-10d Common ■�Mr 2x6 Stud or Wire Nails into 2x6 , 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS .', �� SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace 12 Nailed To 2x_Verticals SECTION A-A w/(4)-10d Common Nails ii hillitab: Varies to Common Truss 2x4 Stud i/%//Awed,//!%%/////AFr//////%//////A: SEE INDIVIDUAL MITEK ENGINEERING OV2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TTP O TRUSSES AS NOTED. TOENAIL BLOCKING ITO TRUSSESIDE WITHCNK(2I -lOd NAILS AT EACH END. Aii ATTACH DIAGONAL BRACE TO BLOCKING WITH illhiiii._i fl r3x4= (4) 8d NAILS MINIMUM,PLYWOOD r/.////F�AA��/A////2r/AI /�� SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathing NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. l-:� _ ?V______=� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1-3" (2) 11POW 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. ( ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / rW (2)-10d NAILS BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB �� OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. "• 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF •, DIAPHRAM AT 4'-0"O.C. �� • /Trus- - @ S 24" D.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A I4. / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL (• BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ;, / ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. �6 DIAGONAL BRACE SPACED 48"0.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point /COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall . HORIZONTAL BRACE " (SEE SECTION A-A) Minimum DIAGONAL DIAGONAL Stud Without 1x4 � 2x4 BRACE BRACES AT Stud Size Spacing Brace L-Brace L-Brace 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.1 DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. , FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 I I 10 ® MiTek USA,Inc. Page 2 of 2 /SOD ALTERNATE DIAGONAL @ BRACING CIIN4" C TO THE BOTTOM CHORD 00 o0 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. Max. I IN" IIT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR 1 NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS IL 2X 4 i,. rTRUSSS WITH TWOI16d NAILS ACH FASTED TOF ASOUTEN PUREN.. TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace t A PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points �� SUPPORTING THE BRACE AND THE TWO TRUSSES if needed IiON EITHER SIDE AS NOTED. TOENAIL BLOCKINGEACH. TO TRUSSES WITH(2)-10d NAILS AT CH END. �� ATTACH DIAGONAL BRACE TO BLOCKING WITH .. (5)-10d COMMON WIRE NAILS. End Wall �i CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. �1100 METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL , NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE J II AND SPECIES AS THE TRUSS VERTICALS 1 NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL kMEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL / MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. \� ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR er INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. ll' I i STRUCTURAL .•, AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM It �,�`CHORD TOE RESIST ALLROUT E PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE OF PLANE LOADS. ONLY. .- n - �, NOTE:THIS•DETAIL IS TO BE USED ONLY FOR `` STRUCTURAL GABLES WITH INLAYED / STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / ■ STANDARD GABLE TRUSS bit 1` i I • amu ■ eve a TECHNICAL BULLETIN April 2010 • by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam -Bolt or Nail Connection (Ibs)(1) Hanger '/2"0 or 3/4"o Boltsl3X4) 16d(0.148"x 31/4") Nails Beam Configuration Bolt #Bolts #Nails Type Diameter(�) 2 4 6 8 6 12 18 24 0.5 2,100 4,200 6,300 8,400 3-ply 1%" FACE 2,125(6) 4,250(6) 6,370(5) 8,495(6) (51/4"Beam) 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,050 tst 1st 1st 16t TOP 1,060 2,125 3,185 4,250 0.75 930 1,860 2,790 3,720 --- --- --- --- --- FACE -- --- --- 3'/2"+13/4" (51"Beam) 0.5 1,050 2,100 3.150 4,200 TOP 1,060 2,125 3.185 4.250 0.75 1,530 3,060 4,590 6,120 31/2"+1 0.5 2,100 4,200 6,300 8,400 (5'/4"Beam) TOP 3/4" FACE A2,125(6) 4,250'' 6.370` 8.495"' 0.75 3,060 6,120 9.180 12,240 FACE 0.5 1,400 2,800 4.200 5.600 -- --- --- --- 4-ply 13/4" 0.75 2,040 4.080 6,120 8,160 (7" Beam) 11`= 0.5 675 1,355 2,030 2,710 I,� _� ,. TOP � --- --- --- -- 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 1s> 1st 1st 15t FACE 2,830 5,665 8,495 11,330 2-ply 13/1'+ 31/2" ,,,:ii 4 0.75 5,025 10,050 15,070 20,095 (7" Beam) :i,f 0.5 935 1,865 2,800 3,735 S f TOP 945(6) 1,890)6) 2,830(6) 3,775(6) �,.. 0.75 1,360 2,720 4,080 5,440 2-ply 3'/2" FACE/ 0.5 1,720 3.440 5,160 6.880 (7"Beam) TOP 0.75 2,480 4.960 7,440 9.920 0.5 1,015 2,030 3,050 4,065 2-ply 13/4"+31/2" FACE/ (7" Beam) TOP 0.75 1,240 2,480 3,720 4,960 FACE 0.5 1.720 3,440 5,160 6,880 III --- --- --- --- 2-ply 13/4"+ 31/2" 0.75 2,480 4,960 7.440 9,920 (7"Beam) TOP 0.5 675 1,355 2,030 2,710 --- --- --- --- 0.75 825 1,655 2,480 3,305 III 0.5 2,800 5,600 8,400 11,200 51/4"+ 134" FACE/ (st 1st 1s> tst (7" Beam) TOP 2,830 5,665 8,495 11,330 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9/16"maximum for''W'bolts, 13/16"maximum for W bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 w CONTACT US•1.888.iLevel8(1.888.453.8358)•www.iLevel.com ,Weyerhaeuser,'Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.02010 Weyerhaeuser NR Company.All rights reserved. : •■ eve ` TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)11t Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE(3) 3'/." 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1%" (51/4"Beam) / TOP(2) 3Y," 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 I I I FACE 3Ya 3%"+13/4" -1 (51/4"Beam) / I TOP(4) 36" 720 1.435 2,155 2,870 1,020 2,040 3,060 4.080 3'/z"+13/4" r FACE/ (5'/4"Beam) TOP tat 3Yz 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3 ' i ' FACE tet 6"'" 1,055 2.110 3,165 4,220 1.360 2,720 4,080 5,440 4-ply 13/4" (7"Beam) { i TOP(e) 6' 705 1,405 2,110 2,810 905 1,815 2,720 3,625 ( ! 3'/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 " FACE tat 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 2-ply 13/4"+3'/� _ (7"Beam) 131/2" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 TOP(2) t 6"(5) 705 1,405 2.110 2,810 905 1,815 2,720 3,625 2-ply 31/2" FACE/ 6"; 1,055 2,110 3,165 4,220 930 1.860 2,785 3,715 (7' Beam) TOP(2) 2-ply 13/4"+3'h" I { FACE/ (7"Beam) TOP(3) f•• 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 ( 71 (T FACE(4) 6"(5' 1,055 2.110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4"+31/2" ; (7" Beam) i TOP14! 6"l5' 705 1.405 2,110 2,810 905 1.815 2,720 3,625 51/4"+13/4" FACE/ (7"Beam) • TOP tat 3W 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 CONTACT US• 1.888.iLevel8(1.888.453.8358)•www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ■ I eve TECHNICAL BULLETIN April 2010 • by Weyerhaeuser Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)i11 Connection Name Hanger Wood I TrussLok Beam Configuration Type Screw Length #Screws _ 2 4 6 8 FACE(3) 31/4" 1,600 3,205 4,805 6,410 3-ply 13/4" (51/4"Beam) _� TOP(2) 3W 800 1,600 2,405 3,205 FACE 3'/" 3'/2"+13/4 (51/4"Beam) TOP(4) 3%" 800 1,600 2.405 3,205 3Y2"+1'/4' IFACE! (5Y4"Beam) TOP i31 3%" 1,600 3,205 4,805 6,410 FACE(2) 5",6%" 1,160 2,320 3,480 4,640 4-ply 13/4" (7"Beam) / TOP(2) 5",6%" 775 1,545 2,320 3,095 FACE iii 3%" 2,135 4,270 6,410 8,545 2-ply 13/4"+31/2" 5",6W 2,320 4,640 6,960 9,280 (7"Beam) TOP i2i 3%" 710 1,425 2,135 2,850 5",6%" 775 1,545 2,320 3,095 2-ply 3'/z" f FACE (7"Beam) TOP(2) 5".63/," 1,160 2,320 3,480 4,640 2-ply 13/4"+3h/2" TOPE( 3) 5",61/4" 1,160 2,320 3,480 4,640 (7"Beam) 2-ply 11/4"+31/2" FACE(4) 5",6%" 1,160 2,320 3,480 4,640 (7"Beam) I• ' TOP(4) 5",6%" 1.160 2,320 3,480 4,640 51/4'+ 13/4" • FACE/ (7"Beam) TOP 131 5",6'/4" 2,320 4,640 6,960 9,280 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US• 1.888.iLevel8(1.888.453.83581 •www.iLevel.com AWeyerhaeuser.iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ■ A • . eve TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1,2A, 26 General Notes • Connections are based on NDS®2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3W)nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2'bolts-9/16'0 maximum holes • 3/4'bolts-13/1x"0 maximum holes r a • Lead holes not required for wood screws N y Conc.Load Conc.Load co°co° Conc.Load Conc.Load mm V IF 1,,l,)1vio *— 1r0 b- • \- • --AllilL • • ' .o d N 1:.c- / • f N • / • N- • • \/v l ,/ i EQ.1,EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min. Beam Depth: d=7W for W 0 bolts d=9W for W 0 bolts d=11W for W 0 bolts d=9W for'/."0 bolts d=14"for'/."o bolts d=16"fors/4"a bolts Conc. Load Nailed Connection Detail *STAGGER NAILS TO • • / PREVENT SPLITTING • • le 1 1 '/2" I I 1 1 9" "I 16d Sinker(typ) Typ. b162NNaai(+/-1 ) I I (0.148"x 3%") l Patter il Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US• 1.888.iLevel8(1.888,453.8358)•www.iLevel.com AWeyerhaeuser,'Level,Microllam.Parallam,Timberstrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company.All rights reserved. ■ I 4111M.1. [ TECHNICAL BULLETIN . March 2010 by Weyerhaeuser Bulletin TB-300 Table 3: Allowable Capacities of 51/4" Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 71/• 91/4' 91/7" 111/4" 117/8" 14" 16" 18" 20" 24" Max 1/2" <5d 6.235 6,545 8,755 9.560 12,345 15,005 J Shear >5d 10,150 10,500 12.950 13.825 16,800 19,600<5d J (lbs) g/4" 3.995 4,260 6,210 6.940 9.510 12,015 >5d 8.750 9,100 11,550 12,425 15,400 18,200 _ Ea 2 10,605 15,295 15.685 23,905 32,760 42,265 cu ,/i„ 4 9.355 13,470 13,730 20.915 28,725 37,250 6 9.350 13,470 13,730 20,910 28,725 37,245 d Max 8 13.510 20,575 28,275 36,68513 _ Moment 2 10.600 15.290 15,685 23,900 32,755 42,260 E (ft-Ib) 4 9,900 14,215 14,195 21.490 29,020 37,225 ~ 3/`„ 6 29,015 37,220 - 8 36,655 <5d _ 2.745 4,445 4.665 6,240 6,810 8,795 10,690 12,610 14.545 18,440 Max 1/2" >5d 5,235 7,230 7,480 9.225 9,850 11,970 13,965 15,960 17,955 21,945 Shear <5d 1,455 2,845 3.035 4.425 4,945 6,775 8.560 10,390 12,250 16,040 i J S /4" - J >5d 4,240 6,235 6.485 8.230 8,855 10.975 12,970 14,965 16.960 20,950 2 9,960 16.220 17,105 23,990 26.730 36.385 46,670 58,130 70740 99,375 E ,/z„ 4 9.025 14,305 15.065 21,000 23,385 31,905 41,130 51,535 63.100 89,670 6 14.305 15.060 20,995 23.385 31.905 41,125 51,530 63,100 89,670 o Max -- 8 20,660 23,010 31,405 40,510 50,795 62.250 88590 o Moment 2 9,950 16.210 17.100 23.985 26,725 36.380 46,665 58,125 70.740 99,370 (ft-Ib) 4 15.145 15,895 21,710 24,030 32,235 41,105 51,120 62,285 88.015 3/4 6 32,230 41,100 51,115 62.280 88.010 8 40,475 50,335 61,335 86.745 Max /2" <5d 4,520 4,745 6,350 6,930 8,950 10,880 12,830 >5d 7,360 7,615 9,390 10,025 12.180 14,210 16,240 Shear <5d 2.895 3,090 4.505 5,030 6,895 8,710 10,575 J (lbs) '/a" cn >5d 6,345 6,600 8.375 9,010 11,165 13.195 15,225 d2 18,090 19.080 26.760 29,815 40,740 52,430 65.495 4 15,960 16.805 23,420 26,085 35,725 46,205 58,065 E '/2" m 6 15,955 16.800 23.420 26,080 35,725 46.205 58,060 m Max 8 23.045 25,665 35,165 45.510 57,235 `m Moment 2 18,080 19.070 26.755 29,810 40,735 52,425 65,490 n- (ft-Ib) 3/4„ 4 16,890 17,730 24.215 26,805 36,095 46,180 57,600 6 36,085 46,170 57.595 8 45.470 56.715 Table 3 General Notes • Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. ■ Shear reduction has been taken in accordance with NDS 3.4.3.3. ■ All values shown are for 5'/4"widths. Multiply by 1.33 for 7"wide beams. • 91/' and 111/4 TimberStrand'LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.83581 •www.iLevel.com AWeyerhaeuser.(Level,Microllam,Parallam TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.022010 Weyerhaeuser NR Company All rights reserved ■ BULLETIN • TECHNICAL eveMarch 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) J L • J L • J L .1 L J L J , L AL . • • • Additional 3-1% x 14" Microllam LVL Beam, Flush Connection 1. Required for r Concentrated Face Mount Hanger with 5,000 lbs Reaction Load It. 2-1$/,"x 14" 14"Floor Joists .c. Typ. LVL @ 24"o Beam, Flush r 4'-0• >1 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US• 1.888.iLevel8(I.888.453.83581•www.iLevel.com /� w Weyerhaeuser,iLevel.Microllam.Paraliam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ F eve TECHNICAL BULLETIN. March 2010 eyeriaou<e,. Bulletin TB-300 Solution:Solution: ■ Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS 1/:'x 3W at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) ■ Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1%"member and face mount hanger. Again, multiple options exist that exceed the 5,000 lb load requirement: — 1/z'diameter bolts in a 6-bolt connection(6,300 lbs) — 16d(0.148"x 3W)sinker nails in an 18-nail connection(6,370 lbs) — 3W WS wood screws in an 8-screw connection(5,740 lbs) — 3W SDS wood screws in a 6-screw connection(6,120 lbs) — 3%"TrussLok wood screws in an 8-screw connection(6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately 1'to either side of the concentrated load location. After inputting the span and load information, choose the two locations corresponding to the concentrated load location('L) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(1'on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14"*5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 ww CONTACT US• 1.888.iLevel8(1.888.453.83581•www.iLevel.com `iWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Jest are registered trademarks and Forte is a trademark of Weyerhaeuser NR.®2010 Weyerhaeuser NR Company.All rights reserved. • rif,71 11 I' T C f` LI AI I f` A l 0 1 1 1 I C T ILI • I _ ��7�I.Forte- MEMBER REPORT Level,Floor:Flush Beam ) sortware 3 PIECE(S) 1 3/4" x 14" 1.9E Microllam®LVL PASSED overall Length-1s 1 10 A U L All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs: 7595(!!7 2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 1/2" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215(©4'11 7/8" 36387 Passed(69%) 1.0 Building Code:IBC Live Load Deli.(in) 0.356®7'1 13)16" 0.489 Passed(L1494) -- Design Methodology:ASD Total Load Defl.(in) 0.456 ej 7'1 7/8" 0.733 Passed(Lf386) -- • Deflection criteria:LL(L1360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 13.15/16"o/c unless detailed otherwise_Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(lbs) Accessories Supports Bearing Bearing Bearing Dead 1 Floor/Roof I Snow 1-Stud wall-Spruce Pine Fir 3.50" 3.50' 3.40" 1641/595510/0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164/4045/0/0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. LoadsLocation Tributary Width Dead Floor Live Roof Live Snow Comments (0.90) (1.00) (nonsnow:1.25) (1.15) 1-Unifomi(PSF) 0 to 15' 1' 100.0 400.0 0.0 0.0 13'F ocr 2-Point(lb) 4' N/A 1000 4000 0 0 II Location Analysis Shear(lbs} Moment(Ft-lbs) Comments Actual/Allowed 1 LDF Actual(Allowed/LDF il 1-3' 60351 139651 1.0 191861 36387/1.0 BOLTS LEFT OF HANGER il2-5' 39/12569/0.9 25215/3638711.0 BOLTS RIGHT OF HANGER Forte'Software Operator Job Notes 3125/2010 9:02:21 AM iLevelt0 Forte"v1.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US• 1.888.iLevel8(1.888.453.8358)•www.iLevel.com I. w Weyerhaeuser.iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR®2010 Weyerhaeuser NR Company.All rights reserved. i