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39 Dudley St RES20-0015 Single Family Home Ts' JN.,, RESIDENTIAL PERMIT PERMIT NUMBER is .: � RES20-0015 � �- CITY OF ATLANTIC BEACH ISSUED: 3/19/2020 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 9/15/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 39 DUDLEY STREET RESIDENTIAL NEW SINGLE SINGLE FAMILY RESIDENCE $296353.20 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: COMPANY: ADDRESS: CITY: STATE: ZIP: Epic Custom Homes LLC 4674 Town Center Parkway JACKSONVILLE FL 32246 OWNER: ADDRESS: CITY: STATE: ZIP: LUCKY HIONIDES P.O. BOX 330448 ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the City right-of-way. 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 3/19/2020 1 of 3 - ,,5.An„,., RESIDENTIAL PERMIT PERMIT NUMBER s j RES20-0015 CITY OF ATLANTIC BEACH 5� r 800 SEMINOLE ROAD ISSUED: 3/19/2020 \<--.405319%' V ATLANTIC BEACH. FL 32233 EXPIRES:9/15/2020 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. 9 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. 10 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 11 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 12 PUBLIC UTILITIES ADDITIONAL COMMENTS PUBLIC UTILITIES INFORMATIONAL Notes: ALL water and sewer utility connection must be inspected prior to cover up.Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. All fees must be paid for water and sewer connections before meters will be set. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT Issued Date: 3/19/2020 2 of 3 ;ti..AA x RESIDENTIAL PERMIT PERMIT NUMBER '' s; RES20-0015 :, , CITY OF ATLANTIC BEACH ISSUED: 3/19/2020 (� 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 9/15/2020 `s; BUILDING PERMIT 455-0000-322-1000 0 $1071.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $535.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 CROSS CONNECTION 400-0000-343-3701 0.75 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 SEWER SYSTEM DEVELOPMENT CHARGE 416-0000-324-0301 0.75 $4050.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $24.85 STATE DCA SURCHARGE 455-0000-208-0600 0 $16.57 WATER METER AND TAP 400-0000-343-3302 0 $800.00 WATER SYSTEM DEVELOPMENT IMPACT CHARGE 415-0000-324-0301 0.75 $1140.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$8,012.92 Issued Date:3/19/2020 3 of 3 0.1-Aiii-y., City of Atlantic Beach APPLICATION NUMBER to~ titi, Building Department (To be assigned by the Building Department.) 800 Seminole Road —� 1-,i Atlantic Beach, Florida 32233-5445 ( `�s � � Phone(904)247-5826 • Fax(904)247-5845 /I �� J,3 )•r E-mail: building-dept@coab.us Date routed: 1 /L 1. fz o City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� 0 CA___ .(--( ( 7 Department review required YeNo Applicant: CPL C USTOrn L LL '+ann ng &Zoning- 1 ) Tre mints'trator V Project: � S(IOC:LE `'1--V t C..y �. - � lic vWercTs • C -_ ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ [Approved. Krbenied. ❑Not applicable (Circle one.) Comments: ZV` t.f av):1 o JA or r 1 Qclc BUILDING tic s,t,-,QJ. Z.,,LQ,_ PLAN G &ZONING Reviewed by: Date: /—(7—?°20 TREE ADMIN. Second Review: TPitPproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES � PUBLIC SAFETY Reviewed by: v�// ` Date: 3/i 7/2-v FIRE SERVICES Third Review: ( 'Approved as revised. ,Denied. V Not applicable Comments: Reviewed by: Date: Revised 05119/2017 OFFICE COPY r-i % BuildingPermit Application Updated 10/9/18 rL, :•, City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 44r: s- Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 39 Dudley Street,Atlantic Beach,FL 32233 Permit Number: Re-c".:)C—JC) 00 (5 Legal Description 74-9517-2S-29E DUTTON ISLAND LOT4 RE# 172097-0060 Valuation of Work(Replacement Cost)$160,000 Heated/Cooled SF 1,688 Non-Heated/Cooled 2,124 • Class of Work: VNew DAddition :Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): DCommercial VResidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project?IZfYes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Construct SF Residence Florida Product Approval#See attached list for multiple products use product approval form Property Owner Information Name Lucky Hionides Address P.O.Box 330448 City Atlantic Beach State FL Zip 32233-0448 Phone (904)241-1151 E Mail rich@petrajax.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Epic Custom,LLC Qualifying Agent Brandon Smiley Address 4674 Town Center Parkway City Jacksonville State FL Zip 32246 Office Phone G G Job Site Contact Number (904)881-9443 State Certification Sigigiair 6 y E-Mail t m ®' epic, co S f n n-1, co," Arc Itect Name&Phone# Engineer's Name&Phone# Hulsberg Eng. Workers Compensation Insurer Cert.on file OR Exempt o 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 regulating 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. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. 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 RECOF� IOUR f ICOFCOMMENCEMENT. ignature of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this (`lt'day of Signed and sworn to(or affirmed)before me this /Sfhday of nVuif . /Cac.),by LucKy `yldn/p-es 1.-GiAlnk/' , 7 � r ' tur N ---- (S:nature o • ,.04►',,. STEFANf SERNA • (KRersonally Krd''''' i,. _State of Florida-Notary Public [ ]P ovally Known OR s*: �•� •* �' •z" Commission M GG 235032 roduced Identification *3017344 : [ 1 Produced Idarf .; [ Z '?a,�\. My Commission Expires i c ?r_ :4�,,�iad;,b� Oma+ Type of Identifivti6f*,, , , Type of Identification: r�.�r A �e 4/_" Duly 04, 2042 yFain InskA• • Z. /��/eCiat r cue'fE0L., �\\ OFFICE COPY 5 ��' Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. tri _____ 800 Seminole Rd, Atlantic Beach, FL 32233 " Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMITtt: RE-5 2-0 —0(—)15 evision to Issued Permit OR Corrections to Comments Date: ' i o� 6 P((((((roject Address: 2 9 IOWAley . .i, Contractor/Contact Name: 4)/C Cu.40302 i �‘,. G Contact Phone: • ?'011'8-8I 7q'1i Email: .1 vi. jC C-CA s ie)014 I,kr Description of Proposed Revision/Corrections: Ar Ct- Pv,W 4.s. dh �fy�— /i e of/y S ( fi 11dif I J t c/R. --- affirm the revision/correction to comments is inclusive of the proposed changes. (printed ame) • Wil proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • it roposed revision/corrections add additional increase in building value to original submittal? o ©*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 1 Approved 111Denied 111 `Not Applicable to Department Permit Fee Du• $ J C9* 4:5C) Revision/Plan Review Comments Department Review Required: ./y� Building / / ' Tlanning&Zoning eviewed By Tree Administrator •u. is Is i i J / Public Safety Date Fire Services Updated 10/17/18 0 .-1'S 04 . CITY OF ATLANTIC BEACH , ) 800 SEMINOLE ROAD !i"1m, 0 ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 r ;31*;� COPY BUILDING REVIEW COMMENTS Date: 1/17/2020 Permit#: RES20-0015 Site Address: 39 DUDLEY STREET Review Status: Denied RE#: Applicant: Epic Custom Homes LLC Property Owner: LUCKY HIONIDES Email:tim@epiccustom.com _ Email: RICH@PETRAJAX.COM Phone: 9048819443 Phone: 9042411151 9045917944 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1! Building permit application ' ' complete without the contractor's State Certification number on the V application. Return to t. :uilding Department and ask to see the applicatio : I d write in the License type and numbers. V2. The DUTTON LAND SITE ENGINEERING sheet labeled#2 is too small to reao e street elevation measureme' s. Please submit 2 copies enlarged so that it can be read. , It appear- hat the nearest living space of the new home is located 30+feet from the edge of pavement at the str:•t. Existing edge of pavement elevation is 9.3 feet. Proposed minimum finish flo.r elevation eed• to be 1.6 feet above the edge of pavement. 10.90 feet. Revise accordingly on the .ite plans. h: :uilder needs to sign and date both copies(2) of the ENERGY PERFORMAN ' DISPLAY /C•1' IS. K. T - AB Building Department requires that the installation instructions and =valuation reports for siding an, soffits be submitted at the plan review stage. 2 copies each need-:. his information can be obt.fined at the DBPR Product Approval Website. 6. Sub 'it 2 copies of the architectural design drawings. - 31 1712° Building 0 Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5844 Email:mjones@coab.us fFtICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): /b 8' 0 Non-Habitable Space (ft2): o LAND INFORMATION: Zoning District: ,L ' Flood Zone: ,\ /- Minimum FFE: f 1,&O BUILDING INFORMATION: Construction Type: V 11 Occupancy Group: SihCJ/-t vin`, 17 R.'S, ce, Number of stories: I Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: NOTICE OF COMMENCEMENT 1'4T R es g0 State of Florida Tax Folio No. 172097-0060 County of Duval OFFICE COPY To Whom It May Concern: COPY 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: 74-95 17-2S-29E DUTTON ISLAND LOT 4 _ Address of property being improved: 39 Dudley Street,Atlantic Beach, Florida 32233 _ General description of improvements: New SF Home Owner: Lucky Hionides Address: P.O.Box 330448,Atlantic Beach, FL 32233-0448 Owner's interest in site of the improvement: Owner Fee Simple Titleholder(if other than owner): N/A Name: N/A AContractor: Epic is Custom, LLC n r. Address: 4674 Town Center Parkway,Jacksonville, FL 32246 Telephone No.: (904)881-9443 Fax No: Surety(if any) N/A Address: N/A Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N/A Address: N/A 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: N/A Address: N/A 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: N/A Address: N/A Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): J �;;i�P�� STEFANI SERN THIS SPACE FOR RECORDER'S USE ONLY OWNER �� _; i..L��;y City of Atlantic Beach APPLICATION NUMBER j'r Building Department (To be assigned by the Building Department.) _-,s� 800 Seminole Road ~-� �� Atlantic Beach, Florida 32233-5445 IR�S C_.o-00(5 Phone(904)247 5826 Fax(904)247-5845 ;ii9 ' E-mail: building-dept@coab.us Date routed: 1 ? 2-C) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i___J u o c1'f Department review required Yes No --a r ing Applicant: I:27;P t 0_ C,(�s`r j(Y1 L Ll_ - a'nning &Zonirg�. S TreeA mini atomProject: Is\)�� (I (:LC. l`— Pcia"Ly K ..:_:(PublcWor"I"cs----- .Public Utilities J 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. enied. Not applicable (Circle one.) Comments: BUILDING Ne-e d e(-eVc,h v� d`A.C...4 ys PLANNING &ZONING 2-1.-1C- TREE 1L-"L.G Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 7----- Dater^O^Z('j FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 .4 `j. Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN °' City of Atlantic Beach Building Department GRAY IS REQUIRED. n 800 Seminole Rd, Atlantic Beach, FL 32233 ` ' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: IBES ZO "MI5 evision to Issued Permit OR Corrections to Comments Date: „` �/� 6 P((((((roject Address: _% 9 O 6I y . ../ Contractor/Contact Name: r1:1 C cu mE4i 1 G Contact Phone: • ?'1!:>-/-y-8-r- ?1-4 qi Email: .0.7 Wl i i< �(a S i6- 4kr' Description of Proposed Revision/Corrections: (1r Cc wi ydlt° S Dfrl C--2`,_3,‘ /)0n1l \ S ( fs_ 0 I J v v41. � (__szaffirm the revision/correction to comments is inclusive of the proposed changes. (printed ame) • Wil proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • it roposed revision/corrections add additional increase in building value to original submittal? .o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: tanuilding ning&Zoning Reviewed By Tree Administrator or 5 , 3 — b—Zrj up-mr Cl�inti—�� Public Safety Date Fire Services Updated 10/17/18 riyL1:i-- City of Atlantic Beach 1 ►lC� APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) - j800 Seminole Road JAN202J v, _• Atlantic Beach, Florida 32233-5445 17 SZ�' Q \ r Phone(904)247-5826 • Fax(904)247;5 45 -� <\0rit9E-mail: building-dept@coab.us BY: Date routed: 1 (t. [c-cf City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM t � , � ' Property Address: � � aDt� � c ( Department review required Yes No doming j Applicant: (---)P j, 0_ e,OSTOrn LLC- ---. an nin g &Zoning N), (� Tree A mini torte Project: V� .�3 S t i`�:)C-;.L.0 r:::-Ptiat L� i`' � .�bic VVor`• • c. ti ubiic Utilities Public Safety Fire Services Review fee $ Dept Signature - . Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. 1enied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : ,g,//,_ ,, . late: /-,,Zfrie TREE ADMIN. Second Review: pproved as revised. Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed bjtE —v-G��i�j'^'',Date:J.,./7, .--4 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ‘tiap) hirUe.:1 -0,74 x9o'9G ifooh '04 ey% 1/ 17 6 f)*h ,c )5i) rv2pf c C /Iv ‘s-42! ix/ "eit;i 1rzz flth 4'611 9m" l/ X 4,f/ 1( G7 hi _ • II s f Comp. By: SW /► ` Date: 1/24/2020 Public Works Department City of Atlantic Beach Permit No: RES 20-0015 Address: 39 Dudley Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C=Runoff Coefficient, 0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area (square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 11,250 ft2 Impervious Area(A) = 2,737 ft2 = 24.3% V= 0.92 x 2,737.0 x 9.3 / 12 V= 1,951 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 5 :1 (ft) (ft) (ft3) 0.0 726 528 BOTTOM size: 121 X 6 0.5 1,386 TOB size: 126 X 11 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0.00 0 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 1386.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 1108.8 ft3 Required Treatment Volume= 1,951 ft3 DENIED Supplied Treatment Volume= 1,637 ft3 Retention W.R.Copy for Sending-Revised 04-16-19 1/24/2020 EW THIS IS TO CE17TIPY THAT THE ABOVE PLAT HAS BEEN EXAMINED.ACCEPTED AND APPROVED BY TI IE.PUBLIC WORKS oEPARTMF.NT OF ATLANTIC BEACI I,DUVAL COUNTY FLORIDA,TI IIS_________DAY OP.____ ,2019. wI� -- � 4 V ,NCE WITH PART 1,CHAPTER 177,FLORIDA 5'rA'fUTf 5,'I'WIS I scoii W . Innl. IP PUBLIC WORKS DIREC'T'OR POINT OF DUTTON ISLAND ROAD WEST ,"«St COMMENCEMENT (FORMERLY CHURCH ROAD)(50'RTW) GOVERNMENT LOT 13 /GOVERNMENT LOT 14 •.•1+I G SECTION 8 5ECTION-,_ __ _ EAST {975.40' SECTION LINE g PQINT OFF BEGINNING �- GOVERNMENT LOT 4 GOVERNMENT LOT 3 p ! 'n iESECTION 17 SECTION 17 N88°58'43"E 151.06' ul III// " P� 75.00' SOUTItERLY R7Vd LINE ,�__- (29.547 \76.06' 1 !D CORRECT REPRESENTATION OF TI1E LANDS SURVEYED.SURVEYED. N 2103985.25985 , 2 IRVKY WAS PREPARED UNDER MY DIRECTION AND r� SURVEY REQUIREMENTS OF CHAPTER 177,PART I, N N 1g'+ O g I 6 O •Y to HAVE BEEN PLACED ACCORDING TO TILE LAWS(71. 1'T IE I NI to FLUI21Dn. w w ' w NOTES: U' m Y co C pQ a c+ > d •1 '" 1)ALL I1EAI Zi. �� LOT I �, I.Q r 2 o I 1 M V ,,7 w p vW� N 2.)TIIEINTO '4 �! a w �11 g d BASED ON 1 m 1 I m 3.)NOTICE:' 700 I ce o I AND WILL II ci D_ ' u) ; x I UNOOSTRUCTEO d O N a -DRAINAGE EASEMENT co I n o 4.)TI IERE M d ci /alai lz jj Ner58'5'E 57.97 Clj O ® UUVAI.COL CURVE THOLE ry I C2 J« ? O I I 2 71 tV 5.)TIIE•EASI VGTH RADIUS DELTA CHORD BEARING CHORD I 05 N1 "I6•sax5w 67.07 `--Gy UNOESTRU( (49.289 C--1 yy 1.15' 2.00' 90'00'4r S45.5T50'E 2.83' �"" N 6'56'43'E 67.00' C7J 7 Ln S88'S8'43'W/ 85.17' I2 I 986'58'43"W 75.00' 7.4 W 6)I3'3' ANE 1,15' 2.00' 90'08x2' S45'ST58'E 2.83' `P.) _ _. --� up MAP,PANEL ~(,1 O / I c9 se66943w c6.01' ce M INCLUDING 1.16' 2.00 90'08'42' S46'ST58'C 2,83' (•') �iyr T"T. UNOBSTRUCTED SUPERSEDE 1.14' 2,00 09'53'18' 844.02'04'W 2.83' 1¢ 00 °�CD DRAINAGE EASEMENT REPOSITOR' i7IN CI 0 1 O 1.15' 2.00' 90.08'42' N45.57'b6'W 2.83' r Z g! p 4{ g�7,_ (/) W 7.)EACH 1.0 z(0 �J �� 1.14' 2.00' 89153'18' NA4.OT(M'E 2.83' 001p (1]N ^ 71 w glue w 0 ANY BUILD 3.15' 2.00' 90.09424 S4 6'57'56T 2.93' '41;1. Lo rrrr a x InI� g w a' LEGEND oto p" moo 3.14' 2.ar 89153.18* s44•ozo4w 2.63' u w `* 3 1,OT 3 ;y SIC IAT 4 a g U) 0 O 1 co 3.14' 2.00' 89.53'18' S44.02'04'W 2.83' Z Q o ul �I �3-t-z �� F 3.14' 2.00' 89'53'18' S44.02'04W 2.83' I q • a o )4 1 II of=✓ t 3 m CI 3.15' 2.0(7 90.08'42' N45'67'88'W 2.83' tl''c''tt CIO 9I { cd LI _ p / Ci P.I 3.14' 20O 89'53'18' N44.02'04•E 2.83' n- !,r - __ I el ^,/ I PICC. I P.0 C. L , 75.00' (R) (35.34') / 94.29' # NORTHERLY RAN LINE (N) S88°58'43"W 169,29' (E) TE)2183777.9810 E 625498.2683^ CIL iliiTlT PV STREET1fnnnn3 Impervious Surface Calculations % Formula Find Square Footage of the Following : House footprint Driveway g All sidewalks and walkways A/C Pads 1 C Detached Garage/Sheds Pool Decking Patios, terraces and/or decks q b , Add the total square footage of the areas listed above then, divide the sum by the total lot area of property t-e4- 7 z ?1�1r Revision Request/Correction4-sidperitL.I V **ALL INFORMATION 0 HIGHLIGHTED IN r ): City of Atlantic Beach Building Depart ., nt GRAY IS REQUIRED. rj 800 Seminole Rd, Atlantic Beach, FL 3.a 3MAR 0g 2070 v U Phone: (904) 247-5826 Email: Buildin: pe.t . coab.us ERMIT#: RES Zo -00(,5 evision to Issued Permit OR Corrections to Comments Date: n a/g..6 Project Address:(((((( 2 q IU 6 .. ..1, I y Contractor/Contact Name: 1'I[ Co.. 0..)A' , G Contact Phone: - ?6)kii'$8-(` 7LNIIli Email: �.1 I-A fiL CIA s ib `,if Description of Proposed Revision/Corrections: -- /1,/0-3is ( f Ela, I J 1 W1. -so iic(_sz. affirm the revision/correction to comments is inclusive of the proposed changes. (printed ame) • Wil proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • it .roposed revision/corrections add additional increase in building value to original submittal? I' b ©*Yes (additional increase in building value: $ _ _ )(contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) liEl Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: I r uilding 'i . .(( (ii1'')"`Z lanning 8______2_!___N ______,ling Reviewed By Tree Administrator u- lc ,f~ /7— 1 c Public Safety Date Fire Services Updated 10/17/18 1"UyrlJ, #11 . > Comp. By: SW Date: 3/17/2020 Public Works Department City of Atlantic Beach Permit No: RES 20-0015 Address: 39 Dudley Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area (square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 11,250 ft2 Impervious Area (A) = 2,753 ft2 = 24.5% V= 0.92 x 2,753.0 x 9.3 I 12 V= 1,963 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: :1 (ft) (ft2) (ft3) 8.4 591 618 BOTTOM size: 89.6 X 6.6 9.0 1,470 TOB size: X Area 2 -Relative Elev. Area Storage (ft) (ft) (ft3) 0 0 BOTTOM size: 0 X 0 0 TOB size: X 0 Area 3 -Relative Elev. Area Storage (ft) (ft2) (ft3) 00 BOTTOM size: 0 X 0 0 TOB size: X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 1470.0 ft2 Depth to ESHWT from BOTTOM (d)= 2.7 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided = 1587.6 ft3 Required Treatment Volume= 1,963 ft3 Supplied Treatment Volume= 2,206 ft3 Retention Dudley Street 39 Revision 3/17/2020 ALPHA SOUTHEUT February 25, 2020 Atlantic Beach Site Drainage Improvements In-Fill Lots Lot Address: 39 Dudley Street Atlantic Beach, FL NARRATIVE: The attached calculations are provided to support the lot drainage design at 1590 Beach Ave in the City of Atlantic Beach, FL. The calculations were performed utilizing the equations in the city ordinance sec 24-66(b). The referenced project site was vacant and the calculations utilized this as the predevelopment condition. The total lot area shown in the pre and post calculations was calculated from the table in the survey. The proposed project will construct a home, driveway, and stormwater storage facility. The runoff coefficient was provided based on the impervious values and associated coefficients of sec 24-66(b) of the code. ,�1{Iiwi,Er \‘`‘ 0 D. Pg • •• 44/ ▪ No•84559 • 0 Y 7k • STATE of : • . <p (4 5"©NAL Reynold D. Pete• fWnt,,&rtWdject Manager FL P.E. # 84559 Civil Design and Construction Management Professionals 2650 ROSSELLE STREET, Suite 2A Jacksonville FL 32204 Ph: 904-551-4945 pt Comp. By: Reynold Peterson, P.E. .1147 Date: 2/25/2020 r, I Company: ALPHA SOUTHEAST, INC 0it]> Public Works Department City of Atlantic Beach Permit No: Address: 39 Dudley Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C= Runoff Coefficient, 0.92, the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth(9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= ft2 Impervious Area(A) = ft2 = 35.0% V= 0.92 x 2,753.0 x 9.3 / 12 V= 1,963 ft3 Provided Storage: Area 1 -Front Area Storage Sideslope: 7 :1 (ft) (ft) (ft) 8.4 454 575 BOTTOM size: 89.6 X 6.6 9.0 1,464 TOB size: 98 X 15 Area 2-Rear Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 1.0 0 TOB size: 0 X 0 Area 3-Gravel at Garage Area Storage (ft) (ft2) (ft3) 00 BOTTOM size: 0 X 0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 1464.0 ft2 Depth to ESHWT from BOTTOM(d)= 2 7 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 1551.8 ft3 Required Treatment Volume= 1,963 ft3 Supplied Treatment Volume= 2,127 ft3 Retention COAB_STORAGE CALCS 39 Dudley Street 2/25/2020 l + ALPHA SOUTHEAST February 20, 2020 Atlantic Beach Site Drainage Improvements In-Fill Lots Lot Address: 39 Dudley Street Atlantic Beach, FL NARRATIVE: The attached calculations are provided to support the lot drainage design at 1590 Beach Ave in the City of Atlantic Beach, FL. The calculations were performed utilizing the equations in the city ordinance sec 24-66(b). The referenced project site was vacant and the calculations utilized this as the predevelopment condition. The total lot area shown in the pre and post calculations was calculated from the table in the survey. The proposed project will construct a home, driveway, and stormwater storage facility. The runoff coefficient was provided based on the impervious values and associated coefficients of sec 24-66(b) of the code. D• PET `.\• .......... ��•��GENS •.•cP . O No.84559 "2- . Z• 9 '. ST " ��,�.�'•. . •, • .11 . •dye . i - SO , Sr Project Manager //// N‘•rtiAo � FL P.E. # 84559 Civil Design and Construction Management Professionals 2650 ROSSELLE STREET,Suite 2A Jacksonville FL 32204 Ph: 904-551-4945 s t }gy= p . " f Comp. By: Reynold Peterson, P.E Date: 2/19/2020anY w far r Com ALPHA SOUTHEAST, INC I us' Company: Public Works Department City of Atlantic Beach Permit No: Address: 39 Dudley Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C= Runoff Coefficient, 0.92, the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth(9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 7,875 ft2 Impervious Area(A) = 2,753 ft2 = 35.0% V= 0.92 x 2,753.0 x 9.3 / 12 V= 1,963 ft3 Provided Storage: Area 1 -Front Area Storage Sideslope: :1 (ft) (ft2) (ft3) 8.4 454 575 BOTTOM size: 89.6 X 6.6 9.0 1,464 TOB size: X Area 2-Rear Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM size: 0 X 0 1.0 0 TOB size: X Area 3-Gravel at Garage Area Storage (ft) (ft ) (ft3) 0 0 BOTTOM size: 0 X 0 0 TOB size: X Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 1464.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.7 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 1551.8 ft3 Required Treatment Volume= 1,963 ft3 Supplied Treatment Volume= 2.127 ft3 Retention COAB_STORAGE CALCS_39 Dudley Street 2/19/2020 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing REPORT OF GEOTECHNICAL EXPLORATION DUTTON ISLAND LOTS ATLANTIC BEACH, FLORIDA LEGACY PROJECT NO. 20-1031.1 Prepared for: Epic Custom Homes 4674 Town Center Parkway, Unit 130 Jacksonville, Florida 32217 Prepared by: Legacy Engineering, Inc. 6424 Beach Boulevard Jacksonville, Florida 32216 Phone: 904.721.1100 www.legacyengineeringinc.com February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing February 19, 2020 Mr. Jim Joyce Epic Custom Homes 4674 Town Center Parkway, Unit 130 Jacksonville, Florida 32217 Report of Geotechnical Exploration and Engineering Services Dutton Island Lots Atlantic Beach, Florida Legacy Project No. 20-1031.1 Dear Mr. Joyce: As requested, Legacy Engineering, Inc. has completed a geotechnical exploration for the subject project. The exploration was performed to evaluate the general subsurface conditions within the proposed retention areas, and to provide guidelines to facilitate drainage design. We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project. If you have any questions, or if we may be of any further service, please contact us. Sincerely: Legacy Engineering, Inc. Jared Pitts, E.I. John E. Ellis, II, P.E. Geotechnical Engineer Licensed, Florida 45202 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots Table of Contents 1.0 PROJECT INFORMATION 1 1.1 SITE LOCATION AND DESCRIPTION 1 1.2 PROJECT DESCRIPTION 1 2.0 FIELD EXPLORATION 1 2.1 SOIL BORINGS 1 2.2 DOUBLE RING INFILTROME 1 hR TESTING 1 3.0 LABORATORY TESTING 1 4.0 GENERAL SUBSURFACE CONDITIONS 2 4.1 GENERAL SOIL PROFILE 2 4.2 GROUNDWATER LEVEL 2 5.0 DRAINAGE DESIGN RECOMMENDATIONS 2 6.0 LIMITATIONS 3 APPENDIX A I FIELD EXPLORATION PLAN I GENERALIZED SOIL PROFILE TEST BORING RECORD I APPENDIX B II KEY TO SOIL CLASSIFICATION II FIELD AND LABORATORY TEST PROCEDURES II Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots 1.0 PROJECT INFORMATION 1.1 Site Location and Description The site for the subject project is bound to the north and south by Dutton Island Road West and Dudley Street, respectively, approximately 350 feet west of Mayport Road, in Atlantic Beach, Florida. The Dutton Island Road West property is occupied by an existing residential structure, while the Dudley Street property is relatively cleared with a few scattered trees. Based on visual observation, it appears the subject site is relatively level. 1.2 Project Description Project information has been provided to us in discussions with you and Mr. Reynold Peterson, of Alpha Southeast. We were provided with a copy of a site plan (undated) that shows the layout of the proposed drainage system, existing site features, property boundaries, and adjacent roadways. Based on the information provided to us,we understand the proposed project will consist of constructing a retention system at each house lot. The retention systems will provide stormwater treatment for the proposed construction. 2.0 FIELD EXPLORATION 2.1 Soil Borings In order to explore the subsurface conditions within the proposed retention areas, 2 auger borings (A 1 and A2) were conducted to depths of 6 feet below existing grade. The borings were located by referencing existing site features, and should be considered accurate to the degree implied by the method utilized. The auger borings were conducted in accordance with ASTM D 1452. The subsurface conditions encountered at the boring locations, and the recorded groundwater level, are presented on the Generalized Soil Profiles and Test Boring Records in Appendix A. 2.2 Double Ring Infiltrometer Testing Double-ring infiltrometer (DRI) testing was performed at each of the boring locations to estimate the infiltration rate of the surficial soils. The infiltration rate is a measure of a soil's ability to absorb and transmit water under static hydraulic loading conditions. The infiltration rate is shown on the Test Boring Records. The tests were performed at a depth of approximately one foot below existing grade. The double-ring infiltrometer tests were performed in accordance with ASTM D 3385. 3.0 LABORATORY TESTING Soil samples recovered during the field exploration were visually classified by an engineer in accordance with ASTM D 2488. The results of the classification testing are presented on the Generalized Soil Profiles and Test Boring Records in Appendix A. 20-1031 1 February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile The boring locations and general subsurface conditions that were encountered are graphically illustrated on the Field Exploration Plan and Generalized Soil Profiles. A relatively detailed description of the encountered subsurface conditions is presented on the Test Boring Records. When reviewing these records, it should be understood the soil conditions may change significantly at adjacent, unexplored locations. The following discussion summarizes the soil conditions encountered. The auger borings (Al and A2) encountered fine sand (SP) was encountered within the upper 3.0 to 3.25 feet underlain by fine sand with silt (SP-SM) extending to the boring termination depths of 6 feet. Approximately 3 to 4 inches of topsoil was encountered at the boring locations. 4.2 Groundwater Level The groundwater level was measured at the boring locations, subsequent to boring completion, at depths of 3.7 and 5.25 feet below existing grade. The depth of the groundwater level encountered at the boring location is presented on the Generalized Soil Profile and the Test Boring Record. The groundwater table will fluctuate depending on tidal fluctuation, seasonal variations, adjacent construction, surface water runoff, etc. We have based our estimates of the normal seasonal high groundwater level based on the results of the soil borings, and review of available published literature. Our estimates of the normal seasonal high groundwater level are presented in the table in Section 5 of this report. Should rainfall intensity exceed normal quantities, or should other variables that affect the seasonal high groundwater level be altered, the groundwater profile at the site could change significantly. 5.0 DRAINAGE DESIGN RECOMMENDATIONS The drainage design includes retention systems that will be constructed at each lot. The following parameters presented in the table below can be utilized for recovery modeling. A factor of safety of at least 2 should be utilized for design purposes. Boring Aquifer Estimated Seasonal Vertical Effective Location Depth(1•2 High Ground Infiltration Porosity Water Depth Rate A 1 6 feet 2.2 feet 6.2 feet/day 25% A2 6 feet 3.25 feet 3.9 feet/day 25% (1) Aquifer depth limited to boring termination depth in accordance with SJRWMD. (2)Depth below grade existing at time of exploration. 20-1031 2 February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 " • ' • • . • . `‘` :57 e • t. ritT4-1. Y;"1 Jefl . ;. A , •••3. • . 1. f'S[1. .1 •, I •• 3- - i 03- t• I '!13}4-( I • •• ! • , • 1:?1,)!I • .-11 4; .‘1 t 4- • . ,() :•,! • • • • tf-A) ; . "ft , T4 ft '111 Irt:t7-15; •• :f.X4 • !!:-; .C; ':? ' • • ' 1.t;rltr: • • '1. e d- 3 ihe)? 3 •-• • • -..• • • .c“.1 r.! •- 04' g. „ ' • 2:Eit • -411 .!-!4411A) ot.i!grtirfwjl4t4 I )fy.•Mil ) t6:;11.v! • 444 • . r A : ),.t. • • ' LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots 6.0 LIMITATIONS We have conducted the geotechnical engineering in accordance with principles and practices normally accepted in the geotechnical engineering profession. Our analysis and recommendations are dependent on the information provided to us. Legacy Engineering, Inc. is not responsible for independent conclusions or interpretations based on the information presented in this report. 20-1031 3 February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots APPENDIX A FIELD EXPL ORA TION PLAN GENERALIZED SOIL PROFILE TEST BORING RECORD 20-1031 i February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 POINT Or DUTTON ISLAND ROAD WEST comweNc85 t4s ,o su /trNraruMI.Dr1V WMR 0a.EIgNCNi 4011. a[CRON• _.__. .. Gq (1151 1 t7^.W si L1 Nai Cita.— g. pObtnNYFN7 4.0711 7Q a:cnsa1r 43^ 151.06' N88'St3E' 7500 "f-- aa,r,. SUI---n--.7 71(7785»ea/ i..,., t�l e.:37e�ant} 1 1 on no t11 on P. a 1 i o 'yl Loy I �a"' LOT 2 rn et o m WlUNOBIITNAJC H' ' N. o I P ' t ru IN 2s1 �n yJy arrow wer ._ 411 S88'58'4rN f 85.17' 1tF-� iJe wet w S88'68'4-3"N 7Stq"� .0 P i 1 w' 91"IY. ,. 9 m Rr r '- i Mf)e5/4UC7E0 ;A / 114 uvnwua E/HerrN1 II g1 :i 1 LUT J W LUT 4 �J9 :j a �1 1-,(4-» t :r r ,Is 3r) / 8 77 75.0(�__Hp11 S88'58'43'W 169.29' ` .. DUDLEY STREET tr.t.1 Rcla n Plan Created Qang P7 vulcd rile SI Field Exploration Plan FIELD EXPLORATION PLAN .0-F Dutton Island Lots Atlantic Beach,Florida ® Approximate Location of Auger Borings and Double LEGACY Ring Infiltrometer Tests Engineering,Inc. Geotechnical&Materials Fngineenn &Testing Dara.02/19/2020 f Rol.No 20-1031 1 Figure 1 • . A 0 0 - ..F.i.. .::7 —.-2 f. . .... _ ... *...ii; 4i 11. 4 4 JA:le 'f;.1t '.... MiY 411. INH Z- TP. 0- ..,• 6 5 6 a a _ , 10— 12— ._altaa eYmbota Ground Water Depth L.] Topsoil Legacy Engineering. Inc. Ci Fine SAND(SP) GENERALIZED SOIL PROFILE HORIZONTAL DRAWN BY/APPROVED BY DATE DRAWN SCALE _ Fine SAND wtth Stlt(SP-SMI VER-I ICAL JEEIINEEll 2/19/2020 Dutton Island Lots Atlantic Beach,Florida PROJECT NO.20-1031 I FIGURE NUMBER 2 LEGACY TEST BORING RECORD JOB NO. 20-1031 ENGINEERING, INC. Geotechnical&Materials Engineering and Testing BORING NO. Al Project Dutton Island Lots Sheet 1 of 1 Boring Location See Field Exploration Plan _ Boring Begun 2/10/20 Ground Elevation N/A Datum N/A Boring Completed 2/10/20 Groundwater Depth 3.7 Feet Driller K. Crowe Length of Casing Set NIA Casing Size N/A Engineer J. Ellis, II, P.E. —1 w STANDARD PENETRATION TEST J mELEV DEPTH MATERIAL DESCRIPTION O>_ Q p BLOW(FT) (FT) ) BLOWS 6-INCH COUNT Topsoil (3 Inches) 7 Gray Fine SAND (SP) l J Vertical Infiltration Rate = 6.2 Feet/Day Grayish Brown Fine SAND (SP) 2 L - 3 Dark Gray Fine SAND with Silt and 3 r Trace of Roots (SP-SM) w 1... ,..;.:— 4— riia:r. — — i•f .:rr _ i Cia is •L'ii 11; — 5— !'t?;':'': — C 11:1:1:1 i Fi ri: C ri:1,1: - 6 i L1:1:1:1 - Boring Terminated at 6 Feet — 7— — — — 8— — — — 9— — — — 10— — — — 11 — — — — 12— — — — 13— - — — — 14— — — — 15— — — REMARKS: BORING&SAMPLING:ASTM D1586/CORE DRILLING:ASTM D2113 w BLOW COUNT IS THE NUMBER OF BLOWS OF 140 LB.HAMMER Ground Water Table FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT. LEGACY TEST BORING RECORD JOB NO. 20-1031 ENGINEERING, INC. Geotechnical&Materials Engineering and Testing BORING NO. A2 Project Dutton Island Lots Sheet 1 of 1 Boring Location See Field Exploration Plan Boring Begun 2/10/20 Ground Elevation N/A Datum N/A Boring Completed 2/10/20 Groundwater Depth 5.25 Feet Driller K. Crowe Length of Casing Set N/A Casing Size N/A Engineer J. Ellis, II, P.E. JO STANDARD PENETRATION TEST ELEV. DEPTH MATERIAL DESCRIPTION O a BLOW (FT) (FT) to BLOWS/6-INCH COUNT ° Topsoil (4 Inches) ~✓ J J Brown Fine SAND (SP) : 1 —L _ Vertical Infiltration Rate = 3.9 Feet/Day 2 Grayish Brown Fine SAND (SP) — 2— — — — 3— — — Dark Grayish Brown Fine SAND with Silt and Ga • 3 Trace of Roots (SP-SM) !� — 4— lri is(: — — ri I i. I i; 1:1. rt' 5— 1.r.) rr. — i:1: t i. •i.?tire' Boring Terminated at 6 Feet — 7— — — — 8— — — — 9— — -- — 10— — — — 11 — — — — 12— — — — 13— — — — 14— — — — 15— — — REMARKS: BORING 8 SAMPLING:ASTM D1586/CORE DRILLING:ASTM 02113 BLOW COUNT IS THE NUMBER OF BLOWS OF 140 LB.HAMMER Ground Water Table FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT. LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots APPENDIX B KEY TO SOIL CLASSIFICATION FIELD AND LABORATORY TEST PROCEDURES 20-1031 ii February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing KEY TO SOIL CLASSIFICATION CORRELATION OF PENETRATION WITH RELATIVE DENSITY&CONSISTENCY SANDS AND GRAVEL SILTS AND CLAYS BLOW COUNT RELATIVE DENSITY BLOW COUNT CONSISTENCY 0-4 VERY LOOSE 0-2 VERY SOFT 5-10 LOOSE 3-4 SOFT 11-20 FIRM 5-8 FIRM 21-30 VERY FIRM 9-15 STIFF 31-50 DENSE 16-30 VERY STIFF OVER 50 VERY DENSE 31-50 HARD OVER 50 VERY HARD PARTICLE SIZE IDENTIFICATION (UNIFIED CLASSIFICATION SYSTEM) CATEGORY DIMENSIONS Boulders Diameter exceeds 12 inches Cobbles 3 to 12 inches Gravel Coarse—0.75 to 3 inches in diameter Fine—4.76 mm to 0.75 inch diameter Coarse—2.0 mm to 4.76 mm diameter Sand Medium—0.42 mm to 2.0 mm diameter Fine—0.074 mm to 0.42 mm diameter Silt and Clay Less than 0.074 mm(invisible to the naked eye) MODIFIERS These modifiers provide our estimate of the amount of minor constituent (sand,silt,or clay size particles)in the soil sample PERCENTAGE OF MINOR CONSTITUENT MODIFIERS 0%to 5% No Modifier 5%to 12% With Silt,With Clay 12%to 30% Silty,Clayey,Sandy 30%to 50% Very Silty,Very Clayey,Very Sandy APPROXIMATE CONTENT OF OTHER APPROXIMATE CONTENT OF MODIFIERS COMPONENTS(SHELL,GRAVEL,ETC) ORGANIC COMPONENTS 0%to 5% TRACE 1 to 2% 5%to 12% FEW 2%to 4% 12%to 30% SOME 4%to 8% 30%to 50% MANY >8% Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 • FIELD AND LABORATORY TEST PROCEDURES Auger Borings The auger borings were performed using a continuous flight auger attached to a rotary drill rig or manually using a post-hole auger; and thus in general accordance with ASTM D 1452-80, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were placed in watertight containers and sealed. After completing the drilling operations,the samples for each boring were transported to the laboratory where the Geotechnical Engineer examined them in order to verify the driller's field classifications. The samples will be kept in our laboratory for a period of two months after submittal of formal written report, unless otherwise directed by the Client. Soil Classification Soil samples obtained from the performance of the borings were transported to our laboratory for observation and review. An engineer, registered in the State of Florida and familiar with local geological conditions, conducted the review and classified the soils in accordance with ASTM 2488. The results of the soil classification are presented on the boring records. Double-Ring Infiltrometer Test The Double-ring infiltrometer test was performed in the field in general accordance with the procedures outlined in the latest revision of ASTM D 3385, "Infiltration Rate of Soils in Field using Double-Ring Infiltrometers". The test location was initially cleared of all surface vegetation and topsoil, excavated to the desired test depth and then leveled. The outer ring, approximately 24 inches diameter, was driven to a depth of 6 inches below the test depth. The inner ring,approximately 12 inches in diameter,was inserted inside the outer ring,and driven to a depth of approximately 2 inches below the test depth. A thin layer of gravel was placed on the exposed soils inside in the rings at the test level. The two rings were filled simultaneously with 4 inches of water. This water level maintained throughout the test period,with the required amount of water added to maintain this level in both rings recorded at the time intervals of ten minutes. After reaching a stabilized inflow volume of water,the test was continued for approximately 30 minutes. To determine the infiltration rate,the volume of the water used during the stabilized flow period for the inner ring,the annular space and both rings combined is converted to the depth of water per unit of time(e.g. in inches per hour). The infiltration rate for the inner ring, if different than the infiltration rate for the annular area or for both rings combined,should be used(the different being caused by divergent flow). 0L44r,, City of Atlantic Beach APPLICATION NUMBER 0:41$0 Building.Department (To be assigned by the Building Department.) 800 Seminole Roadff,,/�+ Atlantic Beach, Florida 32233-5445 I \bS ZO V�-/L Phone(904)247-5826• Fax(904)247-5845 1 E-mail: building-dept@coab.us Date routed: l L Cp City web-site: http://www.coab.us fz APPLICATION REVIEW AND TRACKING FORM Property Address: cL ) Department review required Yes No '� Applicant: l.�P[ Q_ C:OsTorn LLLan g &Zonings Tree min Project: (I (PubliEW s---- ..(Public Utilities Public Safety Fire Services Review fee $ 5O ' t'a 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: APPLI ION STATUS Reviewing Department First Review: I Approved. Denied. Not applicable (Circle one.) Comments: BUILDING TT PLANNING &ZONING Reviewed by: — t� 'bate: /-30—�V TREE ADMIN. Second Review: ❑Approved as revi d. ❑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 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: \ 3 ` 2.010 Application#: YDS 20 Project Address: 39 (A_A,t e Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Commen ' Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is Utilities needed, call 247-5878. Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ Backflow be provided or if there is a private well on the property. Backflow preventer ❑ ❑ must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer ❑ 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided, call 247-5878 for backflow requirements. Backflow 0 0 At a minimum, will require a double check backflow preventer. Requirement Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect & Cap Disconnect and cap water and sewer lines. 0 0 Inspection MUST call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines PRIOR to demolition. ❑ ❑ Utility All water& sewer utility connections must be inspected prior to cover up. Inspections Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. System All fees must be paid for water& sewer connections before meters will be set. Development Please call the finance department customer service line 247-5816 to j2( Fees coordinate payment of fees. 0 0 ,.. ‘(!sr?I‘itMile,) Wil'.'4i; ;s1Aig . .. .. ,. • ,; -41 ... ,ziA , -•„, , • , - - :.4faci . . , •, • , _. •• -zi,..,,i:J; ',:Les,,,ic.;I ... , , ,, ••r q i;;Itr.;;. ..1 ; '').:1;til.,? 47,, (71"--j )!14.7)i..:1 , . . . . : . s..,',• 3‘,,..:. ...!!-,,-.6 .::,. .,,, ,-.,J ...r19!:"..nif r.:, ,45,ff' f-rti:r.... ;;',i Vli •':: V.;;; li;lit' b,;1C,N :'';; 1; ' ‘ '; ;It...,i4:-;.;;;'..4,;';‘ ",cd i its'm'e•;.!. '.".q.:`,Kiefst • .;'.'.. ..:'••-• ,-':, ...r.i..- t.'•'-ii-.)svil s. ;•!,..v.iiiij!! , . . ... • ??...,-,..4r)ii''c'zivi,1 ! . •-,',-.-:s•-•7-t-,•-. 1.1.7!91,5 .12',-!-;..L'f'•;) ..'''‘floj,-);;V: e;1,;(41bri,...) ''...",-;;,',-''.; i '•..•.,'VI lig 5-.L.,...'t! ! ; • ' '147.`,1';;..; ' .;f; ' il (3(1Z.,'.`'. • ; • -=.;r1 '.!', '• .-)1-1 .4 TJ : .N.,;! .... ' ...;,;-. r: -•).1 ' .: ; :31 t;. :,:f;11;;',1,7; :.,'s! 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A.1-.11,: ,.. t:-...b !9_,(3taIiir ,j7iriTI!!)-:, .4e.c.f.)19 1 ..tri.9r..„:.-.10!•,,,..,,,i , , ii.. ,,,,t1'45;.:.; lIst;ih ;).3 ! , : 1 i City of Atlantic Beach tt- PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane ,� Jacksonville, FL 32233 • %% (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date / - 3e) - ZO Service Address 3 c(O/Cy Number of Units B� Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) /� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application#EL:j — 001 Water System Development Charge $ I, I U Sewer System Development Charge $ -t (JSZD, CZ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ 'gap 16O Sewer Tap $ Cross Connection $ [SO Other $ / / TOTAL $ (o, tO t>n _ (i) (Notes) APPROVED Date /-50 — Ze..) P lic Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED - �, tr It,- :t i a it �^ '., yob: Q '. „ .10 k��:: F.. "� mo- . � x:, {i lit 14- • , 7 • ! O �_ =:t -a-�---_-a-a'a.-a-a ma-a-a= a i k € ": •-‘' • 'Pa *. f ,C V'M 3~ 5$ n Z? '. t'...," tea - �+trp$.K' P 'R. 5•$„ x * iiii::41 . * Cc, . w n R f1, CO - f 81 _ ',. amu '. ro ` ; . .>ycs „4 { Revision Request/Correction to Comments **ALL INFORMATION dr HIGHLIGHTED IN V_" a`` " City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 i 4 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ` SE- - 00(5 evision to Issued Permit OR Corrections to Comments Date: „`�/�f 6 P((((((roject Address: % q OLkigk 6 'i Contractor/Contact Name: EVC CL1 x//12 ( 5\,_ . G Contact Phone: yoti -S8l- 7 1i Email: Ti WL t=0;C. C(U S /brn LI.,<' Description of Proposed Revision/Corrections: r(Ir Cc,wir etP ph �,r� / /0-IifS ( f Od l . I J 1 tNv - affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wi proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) yilproposed revision/corrections add additional increase in building value to original submittal? Li*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) ' *Signature of Contractor/Agent: Office Use Only) ❑ Approved ❑ Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: - �� uil igg Manning&Zonings Reviewed By Tree Administrator 'u• icI ill Public Safety Date Fire Services Updated 10/17/18 EW Tills IS TO CERTIFY TI IAT THE ABOVF•.PLAT I LAS BEEN EXAMINED.ACCEPTED AND APPROVED BY THE PUBLIC WORKS DEPARTMENT OF ATLANTIC BEACH,DUVAL COUNTY FLORIDA,THIS______,_DAY OF __ ,2019q�� •e (u;.NCI,\VITT I • P.A R'I'I.1 I 1,11,I TRI71,FLI)RIUA STATUTES.THIS 4 V� ' I • SCOTT IAM. IO ,'•'� PU111 IC WORKS DIRECTOR L POINT OF DUTTON ISLAND ROAD WEST COMMENCEMENT (FORMERLY CHURCH ROAI))(.40'WW)GOVERNMENT LOT 13 GOVERNMENT LOT 14 -__ _. wui[ SECTION 8 SECTION 8 _ _ z __ EAB�-976.40 sECTION UNE zGGa �GINT OF BEGINNING GOVERNMENT 101 4 GOVERNMENT LOT 3 N „...........p0- ;. �E+ SECTION VI SECTION 17 N88°58'43"E 151.06' ��ffff (29.54') 176.06' 75.00' BOUTHERLY RAY LME IIIIi _-- 9-8� !D CORRECT REPRESENTATION OF Tilt LANDS SURVEYED, I(EN12183985j 250- 23 I IRVEY WAS PREPARED UNDER MY DIRECTION AND SURVEY REQUIREMENTS or CHAPTER 177,PART], r` N ', ) g ` O HAVE BEEN PLACED ACCORDING TO TIIE LAWS OF T'UE N ( 6' N .-- FLORIDA � o LU NOTES: 0 ¢ y� > a t)ALL BEAT z a a ) W I [7co m\ l.()1'I ul t-z�t LOT 2 �" N 2.)THE INTE o w ,4` to q ( Ni BASED ON A 0 m ` . 3 m 3.)NOTICE:' IUO b Cr $ AND WILL II [n UNOBSTRUCTED Q O N , -DRAINAGE EASEMENT 00 o O 4.)TIIEREM o I Nerx'u� 629W GT 0 DUVAL COL CURVE THOLE N J I .r2��' I --_ N 2i. N 5,)TI IE EAST 90TH RADIUS DELTA CHORD SEARING CHORD I I �� 'M''7'N' et.00' 1-.`''-. 1 _ UNOBSTRU( _.__.___ . ..- (49.20') I,iS' 2.00' 90'00'42' S45•67'50-E 2382 Nye•y9•.7'E 1,00• --,I.,C� W S88°58'43'W r' 85.17' 1C W 6)BY GRAP LW z.ov 90.08'42' S!s•srSB'E 2.83' _---- - m I c,2`"S88'S8'43"W 75,00' Ti, r, MAP,PANE) '"` O N/ Oy 5!!•Bf47Y/ 8601• Cl C7 116' 2.00' 90.00'42' SIS'ST58'E 2.83' 5I INCLUDING ,u(�,�,+7Yl! M 7"T UNOBSTRUCTED Lo SUPERSEDE 1.11' 2.00 89'53'18' 844'02.04-W 2.83' a10: co O 3 DRAINAGE EASEMENT REPOSITOR O L16' 2.00' 90.08'42' N15'67'Saw 2383• N Z [ � $ a .�g ` v) g 7.)EACH 1.0 3.14' 2.0E1 89'53'18' Nd4.070CE 283' 0 O m N �¢ � ANY BUILD 11.1 3.16• 200• 90'08'42' S!5'STSB'E 2.93' m" LY - I- �a 5 S W I LEGEND 1.12 2A0 89.53.18• S44.0704'W 2 83' bib o r. `yw LOT 3 w {'zp LOT 0 o x v1 WlO C.7 1.14 2.00' ee 5318• sarorav+ 2.83' ¢ e [ti y-z I- ■ Oa I 6.W 2.0/ 89.63'[0• S44.02'M•W 2.83' I • P �,� iC 11.E 1 m Cl 6,1a' 200• 90'0641 N456T68W 2.83' _ Q c„ Ct0 I CI O / P.C. 3.14' 2.W 89'6718• N44'02'04'0 2.81 a d P.C. __ j` I P.R.C. / I P.0 C. tis 317 / 94.29' 1 75.00' (R) �- --- -----__J___ NORTHERLY RAN LINE PO (E) S88°58'43"W 169.29' N 2183777.9810 R/W DUULLY STREET 10 ::: /046*** __ cep-_--- _ rilli. N , IN a • GRAPHIC KALI' 1.0. E2EI i l',..., I .10 IL 14 DUTTON ISLAND DRIVE WEST a PA eo ROADr,U4(SD'Airs tMATCH EMSTWO 111X,2 NAroH EI0SIMG PAVEMENT f F1.KIS EL�..]4 pa.1 ,.a. f4 -. - - -..._ 6 rn �,� oma_' ;,�� i ....E 4 ��% - .., ,,,, _i _r. ,: -�•,` .. ..,' '.I d n.ao' ...IlkT�wa TO awl am '9'9v I ,.r.,-,.., . '... Lk Sy \ \\�,`I•\.\... __ MAMA I 4. •:1,AID.! frIlLT MIKEn y%g Q I $Bj 14"r I; •IF,EL.10.50 1 I r.r.EL..tO.]0 ■ CO /W5 zLu ,TR(TTP, w i ,1j ,„,Ii: r_. -.\ E_14 P .E.EL.10.x ._ �i' rill 1 _ 2 \SWMF#1 § 2' / Q 63 1 I .1" ,, ' WMF 2 �: g / '!i i!; r.. i #e D • rR�.P, I — — — $ p R I I! /, sM�O's ! ►1111=4 IpROM a Z 4 ,` ��I! "1 I gyEB_Il IB 1 A I.., : % r.r.EL.1D..s 1¢..1G.so ,1 vim •.Y,�,..�/// 'F 1 1).I .A • • � SECTION A-A A3 ,� r' a . '• -- - �p\_ I cy r µ. ' ;:,/'/ ;'/ /��.....,,. ,,,, A. , `.IAe�To awl 8 1_ w.c. ^ . .84� t lir : / ..°" LEGEND !� • ( DEL BUILDING RESTRICTION UNE 0 .,a..S.-�,//7' DE DRAINAGE EASEMENT Hyl 01 SPE WEB VEGETATED NATURAL BUSTER «�. � _oma. UAE UNOBSTRUCTED ACCESS EASEMENT .11 =..N 4 --------~ _ •y UDE UNOBSTRUCTED DRAINAGE EASEMENT 0� - U.JEA.U,E. UNOBSTRUCTED J.E A.UMI TY EASEMENT A I YAtW FiSTMa PATFAOIT110151 100SIMG PANAIFNT DENOTES DRAINAGE 01100E LINES wIV IVO a_,,, DUDLEY STREET il_.,. OW (IP MlMINIMUM DENOTES DOSING CONTOURS a144�l11.r MMMIY MWMUM WO./ MAXIMUM - PROPOSED CONTOURS �+.E• E1 r-m• MAXIMUM PROVIDED °awa , PRONTYPNO REAR YARD WOE Y•Jso MPTIMUM IMPERVIOUS WSW= INT.AGK. BEI 00003 TRIO. euuAGEAREw ® DENOTES DRAINAGE aMOE AREA PARCEL AREA IMPERVIOUS IMPERVIOUS EL • /�.sfl NOTE: AREA(50%) AREA +, °°0D `T.E;OISTRICDENOTES DUSTING 0000 ELEVATIONS L PARCELS 2 & 4 ALL ROOF 1 8,486 s.f. 4,233 Si. 1,488 s.f. 17.32% ;,p ',,^'"I,,,I; °""'ro1"'•"'"I m.11, mra0 ,,,�, ,.,�P�,,, DRAINS TO SWMF. FUT DENOTES PROPOSED SPOT ELEVATIONS R 2 7,876 cf. 3,838 s.f. 3,388 s.f. 42.77% _ �.�o,„I, 004 1011. 3 9,421 s.f. 4,711 s.f. 1,992 s.f. 21.14% "• 0 ¢E 15]X000. Mx NEW CAL LIVE OAK(OV) 4 7,877 s.f. 3,838 s.f. 2,803 s.f. 38.85% E., / PROPOSED DRAINAGE FLOW ARROW TREE TO BE REMOVED /// ar . -var./ ./ PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) L3E1, *Project Address: • 1 D47 S4 Permit#: RE "0O/ c -c vit * t Na e: l,(4,Avvt. y � As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging _rale( d2S 7.0( oL`a. I 2.Sliding c� // 3.Sectional r)✓e'� �esZ( c 3•--1- t? ( �'(7 Fl—/ q(7.%) IZA/A0 4.Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung ncic, w-5 S� ,t,�r � ^,�v v�6 7 rTh 7G,0- 71,77A 2. Horizontal slider I t vq,.z/v,-t y I &o t7 (rL 133( / 19 ft! 3. Casement / ryy / l 4. Double hung tt'�� Q �/��/ 5. Fixed d5�d1 's LR.t r / ( t=i_ 174 J C VWazi 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 OFFICE COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 11 l 1.Siding f fC�� ' ��,/' �'✓'�4, _�--�3�� / /j/ I°oZf� 2.soffits V vty 1 Ycati c9 f1 1;043'9- l� 3. EIFS / / ( d �` n ( 4.Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles ° 3 T-g-sb .0 ( /g ! 2. Underlayments �`11 ( NJC.!33//P!r , 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Z Page 2 of 4 Updated 10/17/18 OFFICE COPY f Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor A 02O f7 Il q?6, /i 2.Truss plates n( �} _ � /©�- q . `ll 3. Engineered lumber � 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): .. 1�i1�5 �� *Contractor Signature: *Company Name: g k ruLS145140 a F c CRA_ I-Z1Gt1 ff4 ,5 *Mailing Address: It,7(11 101441 ce!/j °,?`j/-7K �t/�rr', j AL *City: *State: *Zip Code: 3 g - ber: e' *E-mail Address: Jfwl® C C NiLm ". L .54i4L Cell Phone Number: 70 ci—a5/—9 L(1 Fax Number• OFFICE COPY • Page 4 of 4 Updated 10/17/18 OFFICE COPY (o d_ HardieSoffit° Panel Product Description HARDIESOFFIT® PANELS y5.Ei Fs N >>O HardieSoffit°panels are 8 ft. and 12 ft. long, 1/4 in. thick factory-primed fiber-cement panels designed to be used on the underside of eaves as soffit material. HardieSoffit panels are available as vented or non-vented boards.Vented HardieSoffit panels provide 5 sq. in. and VentedPlus'" provides 12.6 in. of net free ventilation per lineal foot of soffit. d PI 2 James Hardie offers HardieSoffit panels in a range of time saving pre-cut widths common to rake and eave .',' applications. HardieSoffit panels come in either a smooth finish or Select Cedarmill®textured finish. Check with your 33 local dealer for product availability. HardieSoffit panels can be combined with HardieTrim®Fascia boards used for ti fascia rakes and frieze applications to complete the eaves detailing. HardieSoffit panels are also available with ColorPlus®Technology. The ColorPlus®coating is a factory-applied, y oven-baked finish available on a variety of James Hardie®siding and trim products. See your local dealer for details E T and availability of products, colors and accessories. . B. HARDIESOFFIT® BEADED PORCH PANEL HardieSoffit Beaded Porch Panel is a decorative fiber cement panel to be used as ceiling on the underside of sQ N m porches or eaves as exterior panel materials. HardieSoffit beaded porch panel is 1/4 in. thick, 4 ft.wide, 8 ft. in length, �* and has 2 in. o.c. beads, and comes with PrimePlus®factory primer and sealer. Must be finished with 100% acrylic paint. See your local dealer for details and availability of products, colors and accessories. tU = 0 rya. � HardieSoffit Non-Vented Smooth mNI 4 e ..: .�. il p III"14'41;1 i- g'2 1-CD 40 X ill''''. cps CIC/3 Vented Smooth HardieSoffit Vented Cedarmill© HardieSoffit Non-Vented Smooth HardieSoffit Non-Vented Cedarmill® HardieSoffit Vented Smooth g n E',it; VI aE m- ol Fa( d d�p N 7 K N m t0 N o D N HardieSoffit Beaded Porch Panel HardieSoffit Beaded Porch Panel a 73 , of Installation of HardieSoffit® Panels c rn c_a .2 w . 3`' INSTALLATION OF HARDIESOFFIT®PANELS ..9.1 Soffit Framing HardieSoffit®panels must be attached Rafter , a;.,,.g. to solid framingsuch as 2x4 supports Ledger /' ' pP All edges of the °c" soffit panels must be 1251 spaced no more than 24 in. o.c. Blocking supported For eaves install HardieSoffit panels ▪ .E d with the long edge of the panel ` ;FiE • perpendicular to the ends of the Intermediate supports ¢ rafters or joists. Eaves framing must should be no more i j include a subfascia, blocking, and/or than 24 in o.c !he 1 ''7g ledger board to provide solid nailing �a LL� along the long dimension of the soffit. 0"Joi All panel edges must be supported. subfascia �/ For rake overhangs 2x"look outs" Miler 6d enC S spaced a maximum of 24 in. o.c. frig. j should support a rake subfascia to r provide adequate nailing for the rake 3m soffit. Blocking between the lookouts rio 1 ft provides support for the rake soffit ' � • Soffit panel x3 along the building. "_ Ez c mo � a a TIP:To aid in soffit panel installation,make a"deadman"or"third hand"post to help hold =m and position the soffit panel.Factory built tools such as those made for drywall installation are available,or they can be fabricated from lumber on the job-site. oT JOINT TREATMENT FOR HARDIESOFFIT PANELS ______ At There are several ways to join the Y C ay 5. lengths of HardieSoffit panels. ti Panel ends may be lightly butted inI moderate contact, the ends may be gapped 1/8 in. and caulked, :q-_41 i s .. ` , _ _— ,.,. E joints can be covered with batten d N strips, or panels may be joined Moderate H-Molding with PVC or metal H molding contact g type connectors. . a_m m aY Sj 9.3 9.4 3 a• 3 F. ii Rafter tails Sheathed wall ° —r —,10^ wal Sheathed l Le.ger -tails a.er w d• - • / mF Bloc ing joins the rafter tails Snap chalk line across rafter tails TP-I iEl „ Rafter 2.N° -N I _________________ Sheathed •all Ledger tails Remove excess material. 9 Subfascia bridges the rafter tails 2 2.c) � 5' When installing the soffit: 9.5 Ledger o m Rafter tails y 1. Straighten the rafter tails by pulling and snapping a chalk line across the ends of the tails and then trimming them as necessary. Subfasciay 2. Install a solid wood sub-fascia on the ends of the rafter tails or install blocking40 MI le. between the rafter tails as needed. 1 II 3 3. If the soffit is to be installed level across its width, add nailers at every rafter or truss to provide support. Soffit 4. If the eaves are longer than 12 ft., measure and trim the first HardieSoffit® Sheathed wall <,_ panel making sure that the end falls in the middle of a nailer. mi 5. Using the subfascia as a guide along the edge, carefully position the panel and secure with 4d common galvanized nails spaced no greater than 8 in. o.c. at CO all panel edges and on all intermediate framing members. - 6. Continue with additional pieces until the run is complete. fA CUTTING 45° HIP ROOF SOFFITS = 9.6 Hip roof soffits m Hip roof soffits continue level around the cut soffit panel at 45°angle to form corner. H 0 corners of a house.The soffit panels I should join at the corner with 45°angle ,-,T cuts.To create these corners: Ledger -N Rafter tails ,------------ - CO F 1. First measure from the corner to the , perpendicular framing member closest MB Subfascia a to, but not over 12 ft. Rafter tails Sheathed wall n u� 2. Using that measurement and pulling \............._ s Corner m from the factory cut end of the soffit •i framing panel, mark the outside edge of theg.,a soffit panel for the long point of theN (n 45°cut. • • • • • • a" 3.After cutting the 45°angle, position the / 2.• panel on the soffit framing and check Measure distance from corner to center of framing block. N"A the fit on both ends before fastening. A WARNING 4. Begin nailing at the 45° cut end and rt, work toward the factory end. When using vented soffit, place the vented section of the ST panel toward the outside of the eave for optimum airflow. o i z9. 75 C O 1 ii o ii Installation of HardieSoffit® Panels (cont.) • ,,- (513-4:-. E C>` Y w i' INSTALLING FRIEZE BOARDS FRIEZE MADE FROM HARDIETRIM® 9'� Caulk joint 9.8 a Siding butts between siding Frieze installed .2 5/4 ,4/4 BOARDS to frieze and frieze board. over siding F=LL When using lap and shingle sidings, install boards v HardieTrim 5/4, 4/4 boards as a frieze lie board before putting in the siding. Then run r,E courses of siding up to the frieze board and / Jame I caulk the junction of the frieze board and JarY • .= siding. In a building sided with HardiePanel - ,ered for H siding, the frieze board is commonly over R E the panel siding. If joints in the HardieTrim r LL a boards frieze are necessary for longer runs, join boards with a bevel cut. Nail the frieze board every 16 in using finish or siding nails. 0 C C V is' In addition to the frieze board treatments 9s 9.10 described above,there are several other options Caulk joint / Crown molding E for finishing the juncture where the siding meets between siding/ covers the 1i 3 m the soffit. and soffit. joint between a d siding / E I and =° CAULK THE SIDING/SOFFIT JOINT soffit. A fast and economical method of finishing the g siding/soffit juncture is simply to run a bead of d m quality caulk along the top edge of the siding where it meets the soffit.A straight rip cut along 9.11 the top edge of the siding ensures an aesthetically pleasing fit where it meets the soffit. J-Channel covers . 1 1 INSTALL CROWN MOLDING the top edge of a Crown molding is another way of finishing and sealing the soffit/siding juncture. Install the siding / aa E at the = and finish the crown molding according to the manufacturer's specifications. soffit. Y OVER THE TOP OF THE SIDING WITH 'J'CHANNEL 77 Once the soffit is in place, install a vinyl"J"channel upside down with the base of the 77 a "J"against the soffit.Then rip the final course of siding so that it fits inside the channel. -. . HARDIESOFFIT® PANEL FASTENER SPECIFI ',---II 1E-.2) The Fastener Specifications table shows fastener options for a variety of different nailing substrates.Please refer to v In areas where additional insect the applicable ESR report online(see back page)to determine which fastener meets your wind load design criteria. 7. protection is desired, a screen may be applied to the back side of the _, c Fastening e F I FasteninaTypes Wands 16 in o.c O 4d t panel prior to soffit installation.After �'0 � . ain wood t ,113 in.x.267 inx1.5in common the screen type and size is selected, studs 22.5 in o.c. _> cut the screen to fit so that it covers 24 in o.c. O I I`'�,�.Q,,,,,,, .. -ring shank the vent holes and overlaps the .083 in.x.187 in x 1.5 in siding nes c non-vented area of the soffit by 1 steel �\ in.to 2 in. Secure the screen to the 16 in o.c. O +�LQA t\i r.� a" backside of the soffit panel using a studs Ribbed Bugle-Head No.8 .323 in.x 1 in. bead of construction adhesive. �r IA WARNING $ TIP:Stainless steel fasteners are • g( recommended when installing Please note that the addition of an insect screen reduces the total w,. James Hardie®products. amount of vent area of the soffit depending on the size screen used. 76 3 Installation of HardieSoffit® Beaded Porch Panels d 4 O^G 0 gO N x BEADED PORCH PANEL FRAMING 9.12 HardieSoffit Beaded Porch Panel must be attached to Rafter O Y y Ledger� ;mss either steel or wood normal Led 9 2x4 framing members Intermediate sup- Blocking ie a spaced a maximum 24 in. ' Sheathing - on center.All edges must be Ports should be no -� more than 24" O.C. �.., 3 g L supported by framing. Subfascia HardieWrap 3, i :II:I. iwie' 3m � � 1 ulmlift 41.111 ;T HardieSoffit :-aded Panel ftillift\mmftim It a i d' Co ox Nn N W TIP:Stainless steel fasteners are recommended 3 3 when installing James Hardie products near the w ocean,large bodies of water,or in very humid m climates. 1 s a 3.a 1. x rm ma There are several ways to treat the joints of HardieSoffit beaded porch panels. The panel edges can be butted in moderate contact, leave a gap and caulk; or x joints can be covered with Hardietrim batten strips. D5 a to framing lir framing 0 0 member member e TIP:Do not use finish nails for HardieSoffit beaded porch panel installation. ki. gxmoderate contact k sI��is MN O L =,,, batten -� o N N N� m a N m CO N O?) O a0° 77 C r O I Installation of HardieSoffit® Beaded Porch Panels (cont.) c c> Y w 3" HANDLING DURING INSTALLATION Special precautions may be needed for carrying the panel during installation i because of its larger size. James Hardie recommends the use of a T shape t ; g A frame to support the panel during installation. ,, (.)LL C C ClE - —cv It SIDING/BEADED PORCH PANEL JOINT A fast and economical method of finishing the siding/porch panel juncture is simply to run a bead of quality caulk C7 u a et along the top edge of the siding where it meets the soffit.A straight rip cut along the top edge of the siding ensures an aesthetically pleasing fit where it meets the beaded porch panel. ma, C o O7 C d 9.13 F. y C if I Rafter I Ledger `n i,....ii 4 1... E Blocking HardieWrap 3 m HardieSoffit® 0: : Beaded Panel d x3 4 '. Sheathing H Subfascia Ez -c 0 2,, sionelp.w."2 =m I / aaprdiePlganle 1 O co a E m x Crown molding covers the joint between ri.in siding and soffit a92� =J 9.14 m Rafter p r s Ledger an Blocking e HardieWrap HardieSoffit . x Beaded Panel ' 0) *a / _ Sheathing ii r Su bfasciaft.4'..4,,,............ 741.....,. imp, , f. HardiePlank H W Lap Siding CO o ao 0 r Caulk joint between w Lsiding and soffit 78 `i ‘1, ti t0 t.. f HardieSoffit® Panels • EFFECTIVE APRIL 2019 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) & CUTTING INSTRUCTIONS STORAGE&HANDLING: OUTDOORS INDOORS 1 Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage buttjoints.Carryplanks on a.Best: Circular saw equipped with a HardieBlade®saw blade 9 and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best"cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturer's instructions for proper operation. b.Better: Circular saw equipped with a dust collection feature For best performance when cutting with a circular saw,James Hardie recommends by improper storage and (e.g.Roan®saw)and a HardieBlade saw blade. handling of the c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBladen saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. product. 1 IMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: I •HardieSoffit®panels may be installed as a soffit or ceiling over either wood or steel 20 gauge(33 mils)minimum to 16 gauge(54 mils)framing complying with the local building code.See general fastening requirements.Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center(fig.1),with the long dimension perpendicular to the rafter or joist framing. •All edges must be supported by framing.(figs.3&4) •Install water barriers and air barriers as required by local building codes.James Hardie will assume no responsibility for moisture infiltration. •Ensure gutters have end caps.Maintain a minimum 1 in gap between end caps and siding&trim(fig.5). •Install kickout flashing at roof-wall junctions.(fig 6.) I •James Hardie Building Products provides installation/wind load information for buildings with a Figure 1 maximum mean roof height of 85 feet.For information on installations above 60 feet,please contact AIIIIIIIIIII JH technical support. INSTALLATION: ;/ •HardieSoffit panels must be fastened to a solid,nailable substrate such as a wood 2x subfascia. ' venting to outside of .�I •Additional framing may be needed to ensure proper fastening. eave �,� •Soffits can be installed as shown in figure 1. Position the vent holes "n toward the outside of the eave for optimal airflow. Fi ure 2 fascia (wood) HardieSoffit pne P 9 subfascia vented panel I •12 in to 24 in wide HardieSoffit®Vented panels provide 5.0;and HardieSoffit®VentedPlus'"panels provde 12.6 square inches of net , framing , framing siding free ventilation per lineal foot member memtur II •Alternatively vents can be installed into non-vented soffit. •If necessary,an insect screen can be installed using construction moderate contactlalk li H-jointer la, adhesive.Note:net free ventilation will be reduced. .I•1.2---• .I`iii Jointing Methods •Install panels in moderate contact at ends,provide PVC or metalmaming framing jointers,battens or leave appropriate gap and caulk(fig 2). lill member member Fastener Positioning •Position fasteners 3/8 in from panel edges and no closer than 2 in -'�_iIF �I � away from corners when using soffit greater than 12 in wide(fig.4) leave appropriate gap and no closer than 1 in away from corners when using soffit that is batten - and caulk less than or equal to 12 in wide(fig.3). (il JamesHardie 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com VENTED SMOOTH I VBNTEDPLUS'"SMOOTH I NON-VENTED SMOOTH I VENTED CEDARMILL° I VENTEDPLUS"CEDARMILL° I NON-VENTED CEDARMILL° Visit jameshardiepros.com for the most recent version. SF1204 P1/3 04/19 79 V.NZ HardieSofit Panels yCiuj!Lq�1 Figure 4 Figure 5 Figure 6 Figure 3 Greater than Maintain a minimum 1 in gap between ; 12 in Wide Soffit gutter end caps and siding&trim. // • less than or equal to Step flashing/`.`, •• / 12 in Wide Soffit Figure 5 ' Smembra eg,\ Alta- * /N `j� _3elf-adhenn ) keep fasteners !eaves membrane 2 in ill I KikIIIfrom corners siding �, \\ flashing 'in from end of soffit 1 3/8 in from edge of soffit ti I Drip edge • E 3/8 in from edge of soffit d fascia d 1'- min-�� ousewrapZa I • • gutter and end cap • KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof,one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates,install a kickout to deflect water away from the siding.It is best to install a self-adhering membrane on the FASTENER REQUIREMENTS wall before the subfascia and trim boards are nailed in place,and then come back • For wood frame construction a minimum 4d common nails spaced 8 in o.c.at to install the kickout. panel edges and intermediate framing members spaced up to 24 in on center are Figure 6,Kickout Flashing To prevent water from dumping behind the siding suitable in most locations'. and the end of the roof intersection,install a "kickout"as required by IRC code • For conventional 20ga-16ga steel frame construction a minimum No.8-18 x R905.2.8.3:"...flashing shall be a min.of 4"high and 4"wide."James Hardie 0.323 in HD x 1 in long ribbed bugle screws spaced 6 in o.c.at panel edges and recommends the kickout be angled between 100°-110°to maximize water intermediate framing members spaced up to 24 in on center are suitable in most deflection locations*. *Minimum Basic Wind Speed differs by locality.Where specified levels of wind PNEUMATIC FASTENING resistance are required,refer to applicable Building Code Compliance Reports. James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the Manufacturers of ACO and CA preservative-treated wood recommend spacer fastener is driven snug with the surface of the siding.A flush mount attachment materials or other physical barriers to prevent direct contact of ACQ or CA on the pneumatic tool is recommended. This will help control the depth the nail preservative-treated wood and aluminum products.Fasteners used to attach is driven.If setting the nail depth proves difficult,choose a setting that under HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated drives the nail. (Drive under driven nails snug with a smooth faced hammer- galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 Does not apply for installation to steel framing). IBC 2304.9.5." GENERAL FASTENING REQUIREMENTS 03 CB Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized SNUG FLUSH are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the corrosion resistance of fasteners.Stainless steel fasteners are recommended when DO NOT DO NOT DO NOT USE installing James Hardie®products near the ocean,large bodies of water,or in very �� humid climates. 4) ff Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials 4DIF or other physical barriers to prevent direct contact of ACQ or CA preservative-treated UNDER DORIVE SLANT ALUMINUM p �iDRIVE DRIVVE FASTENERS wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 IF,THEN IF,THEN ADDITIONAL NAIL • Consult applicable product evaluation or listing for correct fasteners type and WOOD STEEL FACE CLIPPED placement to achieve specified design wind loads. FRAME FRAME NAIL HEAD NAILS • NOTE:Published wind loads may not be applicable to all areas where Local Building •.._ Codes have specific jurisdiction.Consult James Hardie Technical Services if you are , ��\ unsure of applicable compliance documentation. \ • Drive fasteners perpendicular to siding and framing. '� • Fastener heads should fit snugagainst siding(no air space). ' F�,,y COUNTERSINK g HAMMER &FILL STAPLES •NOTE:Whenever a structural member is present,HardiePlank should be fastened withFLUSH MME '�'ti even spacing to the structural member.The tables allowing direct to OSB or plywood REMOVE& should only be used when traditional framing is not available. REPLACE 80 SF1204 P2/3 04/19 „iy 10� HardieSoffit®Panels CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooling". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. PAINTING JAMES HARDIE®SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew • Repriming is normally not necessary •100%acrylic topcoats are recommended • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature • DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP& LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. if large areas require touch-up,replace the damaged area with new HardiePlank®lap siding with ColorPlus®Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. SF1204 P3/3 04/19 z DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use. ¢ The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting,machining,drilling,routing.sawing.crushing.or otherwise abrading fiber cement and when cleaning 3 up,disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA standard for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust:(3)warn others in the area to avoid breathing the dust;(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment:and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up,use a well maintained vacuum and filter appropnate for capturing fine(respirablel dust or use ti wet clean-up methods-never dry sweep. A WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Warnings.ca.aov. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2273.HardieSotfit®panel is recognized as a suitable alternate to that specified in the 2006,2009,2012&2015 International Residential Code for One and Two-Family Dwellings,and the 2006,2009,2012&2015 International Building Code. HardieSoffit panel is also recognized for application in the following:State of Florida Product Approval FL13265.Miami-Dade County Florida NOA No.17-0406.06. U.S.Dept.of HUD Matenals Release 1263f,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M.and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ®2019 James Hardie Building Products,Inc.All rights reserved TM,SM and® Product warranties,safety information and additional Installation JamesHardie denote trademarks or registered trademarks of James Hardie Technology Limited. infarmadon are available at Jameshardiepros.com 81 „, 4 , �, HardieSoffit® Beaded Porch Panels ppr EFFECTIVE APRIL 2018 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) © CUTTING INSTRUCTIONS STORAGE& HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade°saw blade and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best”cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturer's instructions for proper operation. b.Better: Circular saw equipped with a dust collection feature For best performance when cuttingwith a circular saw,James Hardie recommends by improper storage and (e.g.Roane saw)and a HardieBlade saw blade. handling of the c.Good: Circular saw equipped with a HardieBlade saw blade, using HardieBlade®saw blades. product. —� - Go to jameshardiepros.com for additional cutting and dust control recommendations. ') IMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: I •HardieSoffit®beaded porch panels may be installed as a soffit or ceiling over either wood or steel 20 gauge(33 mils)minimum to 16 gauge(54 mils)framing complying with the local building code.See general fastening requirements.Install soffits to nominal 2 x 4 framing members spaced a maximum of 24"on center (fig.1),with the long dimension perpendicular to the rafter or joist framing. • All edges must be supported by framing.(fig.1) •Install water barriers and air barriers as required by local building codes.James Hardie will assume no responsibility for moisture infiltration. •Ensure gutters have end caps.Maintain a minimum 1"gap between end caps and siding&trim(fig.5). Figure 1 •Install kickout flashing at roof-wall junctions.(fig 6.) f r , •DO NOT use finish nails. •James Hardie Building Products provides installation/wind load —ZmT`— information for buildings with a maximum mean roof height of 85 feet.For information on installations above 60 feet,please • contact JH technical support. "` -114INSTALLATION: I\_ �., •HardieSoffit beaded porch panels must be fastened to a solid, nailable substrate such as wood. Figure 2 •Additional framing may be needed to ensure proper fastening. ' •Panels can be installed as shown in figure 1. r 1 Fastener Positioning aye" •Position fasteners 3/8"from panel edges and and no closer than 2"away from corners(Figure 2). • Ad Jointing Methods •Panel ends are to be butted together as shown in Figure 3. •Install panels in moderate contact at ends with or without battens(Figure 4). JamesHardie Visit jameshardiepros.com for the most recent version. SF1206-P1/3 04/18 82 (:v •.,i111 o� HardieSoffit®Beaded Porch Panels Figure 3 Figure 4 framing framing J c member member 1 moderate contact 1 I I I I I .i��l. ..4, I.h ..., batten Maintain a minimum 1"gap between Figure 6 gutter end caps and siding&trim. �/ " KICKOUT FLASHING Step flashing./.::.: Because of the volume of water that can pour down a sloped roof,one of the most Figure 5 Self-adhenng/ „ \ critical flashing details occurs where a roof intersects a sidewall.The roof must be membrane , flashed with step flashing. Where the roof terminates,install a kickout to deflect 44, t— ( .��/ self adhering/ water away from the siding. ----ftlil ) ` eaves memb ane Kickout It is best to install a self-adhering membrane on the wall before the subfascia and flashing trim boards are nailed in place,and then come back to install the kickout. sidingDnp edgeFigure 6,Kickout Flashing" To prevent water from dumping behind the siding and the end of the roof intersection,install a"kickout"as required by IRC code /�I1 °usewap R905.2.8.3:"...flashing shall be a min.of 4"high and 4"wide."James Hardie gutter and end cap recommends the kickout be angled between 100°-110°to maximize water deflection. FASTENER REQUIREMENTS PNEUMATIC FASTENING • For wood frame construction a minimum 4d common nails spaced 8"o.c.at panel James Hardie products can be hand nailed or fastened with a pneumatic tool. edges and intermediate framing members spaced up to 24"on center are suitable Pneumatic fastening is highly recommended. Set air pressure so that the in most locations'. fastener is driven snug with the surface of the siding.A flush mount attachment • For conventional 20-16 ga steel frame construction a minimum No.8-18 x 0.323" on the pneumatic tool is recommended. This will help control the depth the nail HD x 1"long ribbed bugle screws spaced 6"o.c.at panel edges and intermediate is driven.If setting the nail depth proves difficult,choose a setting that under framing members spaced up to 24"on center are suitable in most locations'. drives the nail. (Drive under driven nails snug with a smooth faced hammer- 'Minimum Basic Wind Speed differs by locality.Where specified levels of wind resistance are required,refer to applicable Does not apply for installation to steel framing). Building Code Compliance Reports. GENERAL FASTENING REQUIREMENTS 'CB 03 Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the SNUG FLUSH use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the corrosion resistance of fasteners.Stainless steel fasteners are recommended when installing James Hardie®products near the ocean,large bodies of water,or in very DO NOT DO NOT DO NOT USE humid climates. elk Manufacturers of ACD and CA preservative treated wood recommend spacer materials � ,b� `) or other physical barriers to prevent direct contact of ACO or CA preservative-treated wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva UNDER OVER SLANT ALUMINUM tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel DRIVE DRIVE FASTENERS and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 IF,THEN IF,THEN ADDITIONAL NAIL • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. woo STEEL FACE CLIPPED • NOTE:Published wind loads may not be applicable to all areas where Local Building FRAME FRAME NAIL HEAD NAILS Codes have specific jurisdiction.Consult James Hardie Technical Services if you are -.\\-\\, . .. „ unsure of applicable compliance documentation. rkip\ L. ..w. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). •NOTE:Whenever a structural member is present,HardiePlank should be fastened with COUNTERSINK STAPLES even spacing to the structural member.The tables allowing direct to OSB or plywood HAMMER &RLL should only be used when traditional framing is not available. FLUSH 11 •Do not use aluminum fasteners,staples,or clipped head nails. REMOVE& RERLj;cf "The illustration(figure 6)was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information,visit www.jlconline.com. SF1206-P2/3 04/18 83 1401.1,— �401. HardieSoffit®Beaded Porch Panels • CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooling". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. PAINTING JAMES HARDIE®SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew • Repriming is normally not necessary •100%acrylic topcoats are recommended • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature • DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP& LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank®lap siding with ColorPlus®Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. SF1206-P3/3 04/18 C.7 DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product Refer to the current product Safety Data Sheet before use. Z The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting.machining,drilling.routing.sawing,crushing,or otherwise abrading fiber cement.and when cleaning cc • up disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA standard for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust;(3)warn others in the area to avoid breathing the dust(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment;and(5)if no • other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up.use a well maintained vacuum and filter appropriate for capturing fine(respirable)dust or use y wet clean-up methods-never dry sweep. A WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Warnings.ca.gov. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified u1 the 2006,2009,&20:2 International Residential Code for One-and Two-Family Dwellings,and the 2006,2009,&2012 International Building Code,.HardiePlank lap siding is also recognized for application in the following City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County, Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ©2018 James Hardie Building Products,Inc.All rights reserved TM,SM and® Product warranties,safety information and additional Installation IV/J) JamesHardie' denote trademarks or registered trademarks of James Hardie Technology Limitedinformation are available at)ameshardiepros.com 84 OFFICE COPY HardiePlank mk o0 o� m..g o5.d N Qm HardiePlank® Lap Siding Product Description aC�.1 HardiePlank HardiePlank lap siding is factory-primed fiber-cement lap siding available in a variety of styles and textures. Please Ff,' N see your local James Hardie®product dealer for product availability. HardiePlank®lap siding comes in 12 ft. lengths. a= Nominal widths from 51/4 in. to 12 in. create a range of exposures from 4 in. to 103/4 in. 9 HardiePlank lap siding is also available with ColorPlus®Technology as one of James Hardie's prefinished products. °_ 3 gm ColorPlus Technology is a factory applied, oven-baked finish available on a variety of James Hardie siding and trim 2 products. See your local dealer for details and availability of products, colors and accessories. = m .N c 1 11 3 N 3 T d 3. Ng d. U d n 7 N= ..d ikr .o Select CedarmilFV Smooth Beaded Cedarmill`- m and ya - N d c.y `Do N 0 - E Beaded Smooth Custom Colonial Roughsawn" Custom Colonial Smooth" k 1 _ ....,......„.,„„... d a N m 5 r to 5 m r � d l� rug.. �_ . on I II '1 jj a so� r ;''rviortir'.,'i is 1:'" I ii_ n 1. .. b r' mN o mA z� a,. 85)5 C «O o� Installation of HardiePlank° Lap Siding (.1 a.2. c if T Y w cr) INSTALL A STARTER STRIP 10.1 Water-resistive barrier HardiePlank®lap siding requires a starter strip beneath the first course to set c g Install starter 2 d it on the proper angle and to create a proper drip edge at the bottom of the strip over the 1 siding. Starter strips are easily made by ripping 11/4 in. pieces of HardiePlank weather barrier I. 0 and even with siding from full or partial planks. the bottom of 0 the sheathing. a, The bottom of the starter strip should be installed even with the bottom of a the mudsill or the bottom edge of the sheathing. The strip must be installed R over the water-resistive barrier, but occasional gaps should be left in the starter Starter strip to allow any accumulated moisture behind the siding to drain away safely. strip L`¢ TIP:For accurate fastening,snap vertical chalk lines on the water-resistive barrier at the center of every stud o location. m c F 2 F L.s y C OVERVIEW OF HARDIEPLANK LAP SIDING nEd its- ti67 =3el. J 10.2 c Ole �e 1i 51a m co Water-resistive barrier/ !d0dh / fr o a a Framed wall with EBg� = structural sheathing ♦ ( 1 ti� 01 L-....„,,_.,,,,,„___,.......---.., i O 2l 4 H 111001101 op, c rn _� 4 idle Install facto ends of Na \IIIIIIIIPIPPPAWI factory cf e5 planks at butt joints. v a� er Framing square and CO t ` torpedo level transfer Ch Stagger butt joints a mini- to fpl the course elevations i> Ered mum of 2 stud bays for 16 Engine in.O.C.framing -- z. Joint flashing Ci.o 1 Ends of planks must ,110111°.1 a __ f land over a stud. =e o �I Starter strip builds out siding co a to the proper angle. 86 oa F3 c^.n mnn � d C� in d� m_ 10.3_1 The first course of HardiePlank®siding is critical to the proper installation of the plank ' N a, on the rest of the building.The first course 41 a should start at the lowest point of the house fiir .,,,rdJP) ' 33 and within required clearances. Special t timate' - attention should be made to ensure that it's 1;' Atot� ® g straight and level. Attention should also be y1191�ee H paid to staggering any butt joints in the planks Keep bottom 33 so that the installation is attractive while mak edge of the first Ir •E`~�� course even with y ing efficient use of material. 6 i • n the bottom of 3 Use a level 4 ft.or the corner trim. 1 3. 1. Use a level (4 ft. or longer)or chalked level -- longer level to check line to be sure that the first course is level. the first course. T E 3 As installation proceeds up the wall, pert- Snapped chalk line guides the first course. 1 odically check the level and straightness of the courses.When correcting for flatness over products such as exterior 2 a. insulation, use drywall shims. It is good practice to snap a chalk line every 3 to 5 courses to keep the planks straight and level. ,.,'-g 03, 2. Position the bottom edge of the first course of siding a minimum 1/4 in below the edge of the starter strip(maintain required clearances)and secure. w 3. Run the siding to the HardieTrim®board leaving a 1/8 in. gap between the siding and trim. n —5 DJ 71 The bottom of the siding should be kept even with the bottom of the trim, or if desired, the trim may extend below =3,, N the bottom of the siding. But the siding should never hang below the trim. *When installing the first course make sure ground clearances are in accordance with James Hardie requirements and those of local codes. , Y, Fa Z' 10.4 S r. For the best looking installation, make sure that the heights of the plank • L courses match on both sides of a corner. Use a framing square, speed a F square or a level to match up the plank heights. Check every few courses to End plank make sure proper heights are being maintained. courses 1/8 in. from vertical n y TIP:When taking planks from the pallet installation,avoid repeating the texture pattern by trim -- 1 5. co working across the pallet.Two to four planks can be removed from a stack at one time.But fill gap with then material should be taken from adjacent stacks,again working across the pallet.Texture permanently repeat is typically a concern on large walls with few breaks such as windows or doors. flexible caulk. m= —a y.7 —v 2-7,� Pull from accross the stack Do not go down the stack c'mg `` a ciii''‘ X -,, i ; 7 Nm 9 111111111111•111111111111 diMIIIIIIK C 3 W 87 C • O o€ Installation of HardiePlank® Lap Siding (cont.) 0,1-2 C T �� 3� BLIND NAILING (nailing through top of plank WEI 10.5 Blind nailing measurments 10.6 Blind nailing Blind nailing is recommended for installing Nails for blind nailing shall y E.d any type of HardiePlank®lap siding be between 3/4 in and Fasteners are g E.R 1 in.from the top of the hidden by the LL including ColorPlus°siding. With blind board. course above. nailing, each course covers the fasteners /Nails 7,2 a, on the course below, which provides a are 2 e Keep nails ��l driven ct tiQ better looking installation. 3/s in from through the `� ends of sheathing N For blind nailing HardiePlank lap siding, boards. into the • E James Hardie recommends driving studs. c-2 fasteners 1 in. from the top edge of the (71L g plank. Additionally fasteners should be placed no closer than 3/8 in.from the ends of the plank. Avoid placing fasteners near the top edge of the plank. This practice, called "high nailing", may lead to loose LE.. planks, unwanted gaps or rattling. Pin-backed corners may be done for aesthetic purposes only. Finish nails y C iii are recommended for pin-backs. Headed siding nails are allowed. Place pin-backs no closer than 1 in. ;, from plank ends and 3/4 in. from plank edge into min. 3/8 in. wood structural panel. Pin-backs are not a 3msubstitute for blind or face nailing W y P'V =3 N C d m 10.7 Face nailing It; Although blind nailing is recommended by James Hardie, face nailing may Exposed o fasteners CCI be required for certain. installations including: installations in high wind areas, are driven oy fastening into OSB or equivalent sheathing without penetrating a stud, or . through the r face of the T when dictated by specific building codes . Refer to Appendix D for related Ii boards. —Iiii code matters. IF Drive fasteners only where a v planks overlap CL Yy S iiiiiiiiiiiiiiiii F. 10.8 P N For walls longer than 12 ft, it is necessary to butt joint additional Cutoff pieces 0 _ lengths of HardiePlank siding. These butt joints should be staggered form the �� to avoid noticeable patterns, which is determined by the placement starter pieces v „, for courses j of the first course. Butt oints between consecutive courses should above.MI ti) 1 11 be spaced apart by at least two stud bays for 16 in., o.c. framing or _> one bay for 24 in. o.c. framing. -e. While random placement of the planks is usually the most '5 s aesthetically pleasing, a progressive stagger pattern can make the lil 4 CL job easier and faster without the pattern becoming too noticeable. With this strategy, the cut off piece for one course becomes the /' or walls longer than 12 ft r \ land butt joints over studs, 0 a starter piece for a course above, making efficient use of materials staggering the joints at least co m and ensuring that all butt joints land on studs. The pattern can be 24 in(for 24 in.o.c.framing) 2 n or 32 in.(two stud bays for modified for different stud placement. 16 in.o.c.framing). 88 dO3�C) N O 3 iC N .O y ^- LL 9, N?c JOINT FLASHING 10.9 Flashing behind to add an One or more of the following joint treatment options are required by code(as additional layer of protection from referenced 2009 IRC R703.10.2) water infiltration o tI l N 2.3 O A. Joint Flashing (James Hardie recommended) ' OOP" 9 B. Caulking*(Caulking is not recommended for ColorPlus for aesthetic reasons , .•8 �, as the Caulking and ColorPlus will weather differently. For the same reason, do lar not caulk nail heads on ColorPlus products.) H V 1 1 C. "H"jointer cover T C y� Flashing behind butt joints provides an extra level of protection against the ;„, , ,id entry of water at the joint. James Hardie recommends 6 in.wide flashing that .✓-.'-- , Eoverlaps the course below by 1 in. Some local building codes may require o hing 1 T 1 in.onto t the 3;: different size flashing. course below j j s a s� d Joint-flashing material must be durable, waterproof materials that do not react to.to R with cement products. Examples of suitable material include finished coil stock and code compliant water-resistive barriers. Other products may also be suitable. lico 'IQ CO v TIP:Joint flashing can be quickly and easily made by cutting a 6 in.wide section ' • m o x off a roll of housewrap.Tape the roll tightly at the cut mark and cut the section off ad using a miter saw with a carbide blade.Individual sheets then can be cut to length d a. with a utility knife. N ! Or x d TIP:Use light-colored joint flashing when using light-colored ColorPlus lap siding .a or other siding with a light-colored finish.Dark-color joint flashings should be Ho o, used on siding with dark finishes. Caulking at HardiePlank lap siding butt joints is not recommended for ColorPlus for aesthetic reasons as the caulking and ColorPlus will weather differently.For the lig: same reason,do not caulk exposed nail s heads.Refer to the ColorPlus touch-up co% section for details JOINT PLACEMENT AND TREATMENTG C 41 1Q11m Butt joints in HardiePlank lap siding should always land on - V' a stud. Butt joints between studs are not recommended • .L.',0 / COLORPLUS°TIP:When g x installing HardiePlank z' and should be avoided. Whenever possible,factory- d finished ends should be used at butt lachp iding with positionColothelus n I. joints. Technology, plank s_ 4. Place cut ends where the siding meets a corner, door, in the immediate area where the plank is to be fastened. window trim, or other break in the wall where the joint is Do not place the plank on the y to be caulked. If cut ends are used in a butt joint between course below and slide into planks, James Hardie requires sealing cut ends for allposition.Doing so may scuff or scratch the ColorPlus finish on products. For ColorPlus products, use the color-matched . Butt planks with the installed piece. N N moderate edge o edge coater to seal the cut end. contact 0 ai 3... 89 C r O Installation of HardiePlank® Lap Siding (cont.) 00.42c C . .2.2 3� CONTINUING THE INSTALLATION 10.12 Planking around windows Once the initial course of HardiePlank® Notch plank Keep butt joints more .-c c than one course away around window E from top siding is fastened to the wall, continue trim and flashing. of window. 2 installing successive courses with full / Add an extra stud if nec- 12 ft. pieces(follow the stagger pattern essary for nailing the ends for longer walls), or until a window, door of the planks. -41 u.I2s or other opening interrupts the course ` (fig 10.12). Notch planks as needed to �` fit around windows and doors. Again, �E I -2 be sure to seal all cut edges. Avoid `S` placing butt joints directly above or below y N- C7 LL a I cc windows or above doors. Separate the joint from the opening by at least one / t2 course of siding. ' I iz Where butt joints land on a stud, make I sure there is enough stud space for / m plank on both sides of the joint to land It properly. Optimally both sides of a butt =3 joint should land in the middle of a stud I E x -- with 3/4 in landing space for each side. The minimum stud space for a plank to 22 o land is 3/8 in. m COLORPLUS TIP:HardiePlank lap siding t. Pay special attention to window, with ColorPlus Technology is shipped with a tra doors, and corners that have been protective laminate slip sheet,which should a be left in place during cutting and fastening to trimmed before the siding goes on. Vertical trim boards may cover the king reduce marring and scratching.The sheet should be removed immediately after each plank is studs beside windows or doors, or they installed. o.y may cover up corner studs leaving no 1111111111.111111 _5 room for nailing the siding. In these places add extra studs as needed. et If corners are trimmed with HardieTrim®5/4,4/4 boards. it may be necessary to measure and cut the first pieces y of siding to make sure the butt joints land on studs. C &'-0 INSTALLING HARDIEPLANK®SIDING ON GABLE WALLS N A r Siding gable walls can be challenging, and some of the keys to siding gable walls efficiently are determining the x e., angle or pitch of the roof, properly staging materials, and ensuring that the plank lengths are measured accurately. 65 es dUl CI 5 To estimate the amount of siding needed to complete a gable end, use the estimating tools located in Appendix C. Stage enough material on the pump jacks or scaffolding to complete the gable end, but take care not to .dr a overload the staging. When possible, a cut table should be located on the pump jacks or scaffolding, which frees ec 5:', up crew members to work on other walls. W� 90 s Oen O N To cut planks for the gable: 10.13 4 Draw the angle,cut and 1.Tack up a small scrap piece of siding where the first gable course is going. repeat the process for the 2. Hold a second small piece of siding against the eave or rake board. next course. d o %F Ti for fast ble installation i s 3. Trace the angle onto the scrap. 4. Cut that line and label the scrap as the template for the gable angle. The d template can then be used to transfer the angle onto the larger pieces for g I Place a pl k for the next d- cutting and installation. 2 piece on the overlap lines a 5. Periodically check the angle as I and mark the length. _ i/you progress up the wall. 10.14 Angle Template o Scrap piece 3 of siding held � / \ against rake Drew line board The quickest way to measure / here 2 Before installing,measure xi down the 11/4 in.overlap at 1:2-,1 -,r and cut consecutive courses of the top of the board. cold siding for a gable is to work off ' 1 Measure,cut and fit lowest j the previous piece. Scrap pier- Ili gable plank using gable angle of siding template. 3 T 1.Cut and fit the lowest course of Rog siding. HARDIEPLANK®SIDING FASTENER SPECIFICATIONS 2. Before installing, lay it flat and The Fastener Specifications table shows fastener options for a variety of different nailing substrates.Please refer to the applicable ESR report online(see back page)to determine d measure down 114 in. from the4-4 tener meets your wi . .. ., iteria. top edge of the plank for the 03m course overla Make a mark Fastener Approved FastenerTwe74 e p Substrate Fastener "�© tir► 60 on both ends. 16 in o.c. t, common = co .113 in.x.267inx2in. o 3. Set a piece of uncut siding on 0 0 i_..Q= 521.1 4.0. BD CB .093 in.x.222in.x2in. siding nal x top of the first piece, aligning the wood 24 ino.c. 16 kw 1 bottom edge with the overlap studs =iinQi 4,... roofing nail = marks. Transfer the length _ 16 in o.c. 0 O No 11ga 1.25 in long El cu 5 TN directly to the uncut piece. �:`O:""` y x cli 4. Draw the gable angle with the 24 in o.c. 20 0 Ribbed Bugle-Head No.8 WOMB template, cut the angle and then 323 in.x 1.625 in a 1 1 1 u?v repeat the process for the next j Q.1Lt� a 16 in o.c. Ribbed Wafer-Head No.8(.375 in x 1.25 in) course. :@._-_-..-77-... -i.:___-7 aEf 24 in o.c. [AKN-100].100 in x.25 in x 1.5 in ETBF au) TIP:Stainless steel fasteners are recommended steel __®---__---�� -t - n m when installing James Hardiee products. studs` [AGS-100].100 in x.313 in.x 1.5 in 16 in o.c. ai , 0 -_. masonry nail C a u O [ASTM C-90]ASM-144-125(P/C) m y L .30 in x.14 in x1.25 in cn 24 in a.c. n r..::©. L► 80 .113 in. x.260 in x 2.375 in common Direct t9 Masonry 14 0v 6ij it If ti -- - roofing nail w m i 2 7/16 inOSB or No 11ga 1.75 in long n O equivalent(face nailed) 4 4D siding 091 in,x.221 in.x 1.5 in nail i, 9 .When blind fastening 9.5 in or wider3 indicates recommended fasteners 0 product onto steel studs,use screws. z w 91 i Vi‘ 7i4. "1€ 61_, �� HardiePlank Lap Siding r EFFECTIVE DECEMBER 2019 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) © CUTTING INSTRUCTIONS STORAGE& HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: a.Best: Circular saw equipped with a HardieBlade®saw blade result in shrinkage at butt joints.Carry planks on and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not . For maximum dust reduction,James Hardie recommends using the"Best"cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturer's instructions for proper operation. b.Better: Circular saw equipped with a dust collection feature . For best performance when cuttingwith a circular saw,James Hardie recommends by improper storage and (e.g.Roan®saw)and a HardieBlade saw blade. handling of the c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBlade®saw blades. iliFiii�� - Go to jameshardiepros.com for additional cutting and dust control recommendations. iiiwIMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed _' that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: • HardiePlank®lap siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum,spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates(ex:gypsum,foam,etc.)can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap®Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. Double Wall Figure 1 Single Wall • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum Construction Construction of 6 in.in the first 10 ft.. water-resistive let-in bracing • Do not use HardiePlank lapsidingin Fascia or Trim applications. barrier 2a in.o.c.max. plywood or �' • Do not install James Hardie products,such that they may remain in contact with standingwater. OSB sheaming • HardiePlank lap siding may be installed on flat vertical wall applications only. [Ilk ` / /�� • For larger projects,including commercial and multi-family projects,where the span of the wall is I significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and A------- �/ moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.jameshardie.com. •James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet.For information on installations above 60 feet,please contact JH technical support. /I INSTALLATION: JOINT TREATMENT Figure 2 One or more of the following joint treatment options are Nail line Of nail line is not / required by code(as referenced 2009 IRC R703.10.2) stud present,place fastener og A.Joint Flashing(James Hardie recommended) altll between 3/4 in.&1 in. on water-resistive B.Caulking*(Caulking is not recommended - from top of plank) barrier for ColorPlus for aesthetic reasons as the Caulking : Nail fastener and ColorPlus will weather PI" edge edge of pla kn. om �o o�. •0 joint / Leave appropriate gapbetween o o Install a 1 1/4 in.starter strip to differently.For the same reason, flashing �p op ensure a consistent plank angle do not caulk nail heads on Install planks in planks and trim,then caulk.' products.) moderate contact ColorPlus p ) at butt joints C."H" jointer cover ® JamesHardie Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.'Refer to Caulking section in these instructions. 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com SELECT CEDARMILL° I SMOOTH I BEADED CEDARMILL° I BEADED SMOOTH I CUSTOM COLONIAL'"SMOOTH I CUSTOM COLONIAL"ROUGHSAWN Visit jameshardiepros.com for the most recent version. HS11119 P1/4 12/19 92 (4.„—., HardiePlank®Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding 1 ,. Z-Flashing �� b IRAs C iced / / ♦ r ' min4in.x4in. Min. t in. , \� Do not caulk r -- \� 1 in. .. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry 4.''. _� r 7-Flashing -Flashing f Z-Fla hing l/ ,11 Z-Fl.shing Ira .000000....r10 '' � Min.Y4 in. .______ 6 in. Min.''/ in. n.Yn in. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension (Recommended in HZ10 / ftw.- ZFI • Ln.: n. asViha0\„..4 ATI iirfm FASTENER REQUIREMENTS* I Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair). BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast®nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. I •Siding nail(0.09 in.shank x 0.215 in.HD x 1-1/2 in.long •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long) •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). 'Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 5-Fastening Tips for HardiePlank Lap Siding. HS11119 P2/4 12/19 93 • kArm? Ir . HardiePlank®Lap Siding irra FASTENER REQUIREMENTS continued 24" Figure 15 Figure 16 st d O c max 24' �' 1IIIII41111J1 Stud O.C.max _ NO Joint II,°I IIIIINI 1 1/4"min Minimum overlapFlashing I _y Overlap I�bdllllllll _ i —____N•--' for Both Face •_.... .-•>- - _T__,.. "" and Blind Nailing "-�'r -i�1_ are--T Nail Line .... ___--� ' \,..., ,i Blind Nail __I--:1_,-", ° o ) min.1 1/4 in.Ilia 'I11111 \ 3/4.1.i -- - • overlap Face Nail f , ' Water Resistive Water Resistive Barrier 1 1/4"min. Barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus6 products. IPin-backed corners may be done for aesthetic purposes only.Finish nails are recommended for pin-backs.Headed siding nails are allowed.Place pin-backs no closer than 1 in.from plank ends and 3/4 in.from plank edge into min.3/8 in.wood structural panel.Pin-backs are not a substitute for blind or face nailing. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Hardie®products near the ocean,large bodies of water,or in very dethe nail is If ttig hdeh humid climates. proves pth difficult,choosedriven.a setting thatte under drives T CB Manufacturers of ACO and CA preservative-treated wood recommend spacer materials the nail. (Drive under drivensenailsnsnugnail with pta smooth faced hammer-Does not apply for or other physical barriers to prevent direct contact of ACO or CA preservative-treated SNUG FLUSH installation to steel framing). wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DO NOT USE • Consult applicable product evaluation or listing for correct fasteners type and glit 1 placement to achieve specified design wind loads. �► e� `� • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction.Consult James Hardie Technical Services if you are UNDER OVER SLANT ALUMINUM unsure of applicable compliance documentation. DRIVE DRIVE FASTENERS • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL NAIL •NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood WOOD STEEL FACE CLIPPED should only be used when traditional framing is not available. FRAME FRAME NAIL HEAD NAILS CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to .4\ touch-up ColorPlus products. 141 CO..\ :,,.\` STAPLES CAULKING HAMMER &FILL FLUSH For best results use an Elastomedc Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooling". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. HS11119 P3/4 12/19 94 4413Z0iHardiePlank"Lap Siding COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank°lap siding with ColorPlus®Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew • Repriming is normally not necessary •100%acrylic topcoats are recommended • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature • DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft.planks,does not include waste COVERAGE AREA LESS(INNINGS 51/4 6174 RDIEP/I1 K®I,MISIDIN( WIDTH 81/4 91/4 91/2 12 (1 SQ=100 sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. HS11119 P4/4 12/19 a DANGER:May cause cancer it dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use. z The hazard associated with fiber cement arises from crystalline silica present In the dust generated by activities such as cutting,machining,drilling,routing,sawing,crushing.or otherwise abrading fiber cement.and when cleaning 3 up.disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(11 comply with the OSHA standard for silica dust and/or other applicable law.(2)follow James Hardie cutting e instructions to reduce or limit the release of dust:(3)wam others in the area to avoid breathing the dust;(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment;and(5)d no g other dust controls are available.wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up.use a well maintained vacuum and fitter appropriate for capturing fine(respirable)dust or use w wet clean-up methods-never dry sweep. ©WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Warnings.cagov. RECOGNITION:I In accordance with ICC-ES Evaluation Report ESR-2290.HardiePlank®lap sidings recognized as a suitable alternate to that specified in the 2006.2009,2012&2015 International Residential Code for One and Two-Family Dwellings,and the 2006,2009.2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862.State of Florida Product Approval FL#13192. Miami-Dade County Florida NOA No.17-0406.06.U.S.Dept.of HUD Materials Release 1263f,Texas Department of Insurance Product Evaluation EC-23.City of New York MEA 223-93-M.and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ®2018 James Hardie Building Products,Inc.All rights reserved TM,SM and® Product warranties,safety information and additional installation a Ja mesHard ie denote trademarks or registered trademarks of James Hardie Technology Limited. information are available at jameshardiepros.com 95 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. EPIC1688 Builder Name: Epic Custom Homes Street: Dudley Street Permit Office: City of Atlantic Beach City,State,Zip: tla tic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1979.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1664.80 ft2 b.Frame-Wood,Adjacent R=13.0 315.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1776.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1688.00 ft2 6. Conditioned floor area above grade(ft2) 1688 b.Knee Wall(Vented) R=19.0 88.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(192.3 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 330.6 a. U-Factor: Dbl,U=0.33 132.25 ft2 SHGC: SHGC=0.21 b. U-Factor: Dbl,U=0.32 60.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.23 a.Central Unit 36.0 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 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.769 ft. Area Weighted Average SHGC: 0.216 14.Hot water systems 8. Floor Types (1688.0 sqft.) Insulation Area a.Electric Cap:50 gallons EF:0.950 a.Slab-On-Grade Edge Insulation R=0.0 1688.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 49.48 PASS Glass/Floor Area: 0.114 Total Baseline Loads: 49.30 I hereby certify that the plans and specifications covered by Review of the plans and ;,.•'0� iKE STgT�•.,• this calculation are in compliance with the Florida Energy specifications covered by this ti: 0,�, Code. Digitally signed by Douglas R. calculation indicates compliance ?�4'v �''` ,' Douglas R. Stickles Stickler i�,;,,,,.,, g with the Florida Energy Code. :: :W.,..•3,; O Date:2019.12.20 13:38:57-05'00' •;•• •: ,,,. PREPARED BY: Before construction is completed ; • _..., w.e �x-- DATE: this building will be inspected for 1 0`•. t_` ;` .i compliance with Section 553.908 •... Florida Statutes. l•.• " I hereby certify that this building, as signe•, is in pliance `;,...0 .-`�5�.:' with the Florida Energy Cod, OD HrF.'C4.:' OWNER/AGENT: e • ,,L-_ BUILDING OFFICIAL: 3//7/?-0 - DATE: /9_.- DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 12/18/2019 12:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: EPIC1688 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1688 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Epic Custom Homes Rotate Angle: 0 Street: Dudley Street Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1688 15192 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1688 15192 Yes 4 3 1 Yes Yes Yes FLOORS ,y/ # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 217.6 ft 0 1688 ft' ____ 0.4 0.4 0.2 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1888 ft2 0 ft2 White N 0.2 No 0.2 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1688 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type_ 1 Under Attic(Vented) Main 30 Blown 1688 ft2 0.11 Wood 2 Knee Wall(Vented) Main 19 Blown 88 ft2 0.11 Wood 12/18/2019 12:47 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V it Omt To Wall Type Space R-Value Ft In Ft In Area R-Valu Fraction Absnr (rarlaoin_ 1 N Exterior Frame-Wood Main 13 12 6 9 112.5 ft2 0.23 0.2 0 2 E Exterior Frame-Wood Main 13 8 6 9 76.5 ft2 0.23 0.2 0 3 N Exterior Frame-Wood Main 13 15 9 10 157.5 ft2 0.23 0.2 0 4 W Exterior Frame-Wood Main 13 8 6 9 76.5 ft2 0.23 0.2 0 5 N Exterior Frame-Wood Main 13 12 3 9 110.3 ft2 0.23 0.2 0 6 E Exterior Frame-Wood Main 13 32 3 9 290.3 ft2 0.23 0.2 0 7 S Garage Frame-Wood Main 13 6 9 9 60.8 ft2 0.23 0.01 0 8 S Garage Frame-Wood Main 13 28 3 9 254.3 ft2 0.23 0.01 0 9 S Exterior Frame-Wood Main 13 6 6 10 65.0 ft2 0.23 0.2 0 10 E Exterior Frame-Wood Main 13 11 6 9 103.5 ft2 0.23 0.2 0 11 S Exterior Frame-Wood Main 13 13 9 9 123.8 ft2 0.23 0.2 0 12 W Exterior Frame-Wood Main 13 61 9 549.0 ft2 0.23 0.2 0 DOORS \% # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None .46 3 6 8 20 ft2 2 S Insulated Main None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.33 0.21 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 3 Vinyl Double(Clear) Yes 0.32 0.23 N 60.0 ft2 9 ft 4 in 1 ft 0 in Drapes/blinds None 3 N 5 Vinyl Double(Clear) Yes 0.33 0.21 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 E 6 Vinyl Double(Clear) Yes 0.33 0.21 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 6 Vinyl Double(Clear) Yes 0.33 0.21 N 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 9 Vinyl Double(Clear) Yes 0.33 0.21 N 5.3 ft2 7 ft 2 in 1 ft 0 in Drapes/blinds None 7 S 11 Vinyl Double(Clear) Yes 0.33 0.21 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 W 12 Vinyl Double(Clear) Yes 0.33 0.21 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 W 12 Vinyl Double(Clear) Yes 0.33 0.21 N 16.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 436 ft2 436 ft2 47.2 ft 9 ft 1 12/18/2019 12:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1772.4 97.3 182.99 .1579 7 HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split Singl HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split Singl SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft DUCTS / ----Supply---- Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 330.6 ft Attic 75.4 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr MayX Jun X Jul X Aug SepOct Nov Dec HeatingX Jan X Feb X Mar ' Apr MayJun Jul AugSepOct X Nov Dec P 9 VentinJan ' Feb 'X' Mar X Apr MaJun Jul Aug SeX Oct 'X' Nov Dec 12/18/2019 12:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 71 2 2 C) C) (n -1 Q N cu m 0 cu 3- m 7 9' 3 M m a(0 O O (0 C o ti 0 0o 0 m o m o o CO c w 2 _ (D O CT A Cl v Q CD c m ( m v i 2 m M rn KK KK KK KK iv 7 O (D 0 m C a o0) corn vv my -' (D c mm mm mm cc)co (0 c ( m Z (D 7 C y C `� C (n mm MM vv 00v D mm mm mm OM N o) o > Cl) (7 m C b ' n) NE _ .. m. vv vv f.7 mm mm ODOR mm (D G > m coo) corn vv vv . E corn corn mm mal co -I g co 0 o x y rn v Cl) mm mm mm mm cn n co y r m Cl) J mm mm ---4,i vv 0) m mm mm mm mm a m g rn 7 C N ' O m m m m v v v v OE mm mm mm MM vT O /V J T C) m o 2 3 a' mm mm vv vv mm mm mm mm N 7 0 MM mm vv v00 co COC) mm WM 0O 0 3 (r) p„, coco mm vv vao 7 mm mm mm mo 0 mm mm vv VOD moo mm mm mo m co a) (0 o mm mm vv --4m mm moo mm mo N 0) 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Garage 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 36.0 a)Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1688 d) Room unit/PTAC EER e)Other 7.Windows, type and area a)U-factor:(weighted average) 7a. 0.327 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.216 14. Heating system: Capacity 36.0 c)Area 7c. 192.3 a)Split system heat pump HSPF 8.2 b)Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f)Other 9. Floor type, insulation level: a)Slab-on-grade (R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c)Concrete, raised (R-value) 9c. a)Electric resistance EF 0.95 b)Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame (Insulation R-value) 10B1. 13.0 2. Masonry(Insulation R-value) 1082. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 30.0 b)Cross ventilation No b)Single assembly 11b. c)Whole house fan No c)Knee walls/skylight walls 11c. 19.0 d) Multizone cooling credit d)Radiant barrier installed 11d. No e)Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be compl- -d baseaonlinstalled code compliant features. BuilderSignature: ;�f,G� Date: /7/, vv Address of New Home: Dudley Street City/FL Zip: Atlantic Beach, FL 12/18/2019 12:54:14 PM EnergyGauge®USA 6.0.04(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Dudley Street Permit Number: Atlantic Beach , FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL ❑ R401.3 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 Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. • R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldike building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f), (g)or(i)or 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. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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. 6.Supply and return registers, if installed at the time of the test,shall be fully open. ❑ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. ▪ R402.4.3 Fenestration air IeakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/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. 12/18/2019 12:54 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 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 E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ▪ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f), (g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the system,including the me air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ElR403.4 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. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. ❑ R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1')H AY)1110 I).RA DRA i.,on I ice a n n0/17.,,, 9\ C1o17oc0n9 7 M=11"Ffk CAifir.n(')n97\ r"mnr,nf D-,,-,., „r R MANDATORY REQUIREMENTS - (Continued) ❑ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'h inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). ❑ R403.5.6.1.1 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). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. • R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code, Mechanical,as applicable,or with other approved means of ventilation including: Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. ❑ R403.6.2 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 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(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 of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 12/18/2019 12:54 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) • R403.7.1.1 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 403.7,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. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-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 multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. r-� R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an LJ integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater. Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. 111R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 1')H Q/')nIC) 1O.F.A ORA Cnnrn./(_ninn/511 ICA F 00(170. 11_Cln Onc')M7 CR(`Rfh Orlifinn/9(1171 (`mmnli,nt Cnfturoro Pnno A of F R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2, Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ❑ R403.11 Portable spas(Mandatorytie energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 19/1R/9n10 19.Fd PAA PnPrnur.al InPn I ICA F n n7/RPV 11-FIaRPc9n17 FRC.R,th Frlitinn(7n171 Cmmnliant SnftwarP Pane 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: EPIC1688 Builder Name: Epic Custom Homes Street: Dudley Street Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach , FL, Permit Number: o Owner: Jurisdiction: 261100 w Design Location: FL,Jacksonville c) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts, utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities 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 Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 12/18/2019 12:54 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Epic Custom Homes Community: Lot: NA Address: Dudley Street City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 = 15192 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f), (g),or(i)or 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 thecode 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, back draft 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 12/18/2019 12:54:53 PM EnergyGauge®USA 6.0.04(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Manual S Compliance Report Job: EPIC1688 wrightsoft Date: 12/20/19 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL32256 Phone.904.722.8995 Fax 904.722 8944 Project Information For: Epic Custom Homes 4674 Town Center Parkway,#130,Jacksonville, FL 32246 Phone:904.881.9443 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 25914 Btuh Entering coil DB: 77.1°F Outdoor design WB: 77.0°F Latent gain: 6251 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 32165 Btuh Indoor RH: 50% Estimated airflow: 1167 Um Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Trane Model: 4TWR4036G1+TEM4A0B36S31++TDR Actual airflow: 1167 cfrn Sensible capacity: 25900 Btuh 100%of load Latent capacity: 9100 Btuh 146%of load Total capacity: 35000 Btuh 109%of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 33626 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Trane Model: 4TWR4036G1+TEM4A0B36S31++TDR Actual airflow: 1167 LIrrl Output capacity: 34400 Btuh 102%of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1167 dm Output capacity: 11.4 kW 116%of load Temp. rise: 41 °F Meets all requirements ofACCA Manual S. wrightsoft' 2019-Dec-20 13 35:30 �� Right-Suite®Universal 2019 19.0.13 RSU13256 Page 1 ACOA D:1EpicCustom Homes1DUTTON Island\Dudley St rup Calc=MJS Front Door faces: S Project SummaryJob: EPIC1688 +I+ wrightsoft Date: 12/20/19 Entire House By: DRS NC Masters HVAC, Inc. 445 Tresca Road.Suite#306.Jacksonville.FL32256 Phone 904 722 8995 Fax.904 722.8944 Pro'ect Information For Epic Custom Homes 4674 Town Center Parkway,#130,Jacksonville,FL 32246 Phone:904.881.9443 Notes: Dudley Street Desi•n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °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 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26946 Btuh Structure 17702 Btuh Ducts 6680 Btuh Ducts 8212 Btuh Central vent(0 c,fm) 0 Btuh Central vent(0 din) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33626 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25914 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4470 Btuh Ducts 1781 Btuh Central vent(0 cfrn) 0 Btuh Heating Cooling (none) Area(ft2) 1688 1688 Equipment latent load 6251 Btuh Volume(ft') 15192 15192 Air changes/bour 0.38 0.20 Equipment Total Load(Sen+Lat) 32165 Btuh Equiv.AVF(cfrn) 96 51 Req.total capacity at 0.74 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR4036G1 Cond 4TWR4036G1 AHRI ref 201763659 Coil TEM4A0B36S31++TDR AHRI ref 201763659 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 25900 Btuh Heating output 34400 Btuh @ 47°F Latent cooling 9100 Btuh Temperature rise 27 °F Total cooling 35000 Btuh Actual air flow 1167 ufrn Actual air flow 1167 dm Air flow factor 0.035 cfrn/Btuh Air flow factor 0.045 cfrn/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=32°F Backup: Input= 11 kW, Output=38958 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w rightsoft' 2019-Dec-20 13 35.30 Right-Suite®Universal 2019 19.0.13 RSU13256 Page 1 D:tEpicCustom Fiomes'DUTTONIsland\DudleySt.rup Calc=MJ8 Front Door faces S + wrightsoft Rig ht-J®Worksheet Job: EPIC1688 Entire House �� 12/20/19 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road.Suite#306,Jacksonville,FL 32256 Phone.904.722.8995 Fax:904.722 8944 1 Room name Entre House Whole Hou 2 Exposed wall 217 6 ft 217.6 ft 3 Room height 9.0 ft 90 ft heat/pool 4 Room dimensons 1688.0 x 1.0 ft 5 Room area 1688 0 ft' 1688 0 ft Ty Construdon U-value Or HTM Area (ftp) Load Area (ft') Load number (Btuh/It'-°F) (Btuh/11) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12B-0sN 0 097 n 3.69 2.74 380 260 958 711 380 260 958 711 I G 3A-2ov 0.350 n 13.30 1273 120 0 1596 1527 120 0 1596 1527 IW 12B-0sry 0.097 e 3.69 2 74 470 449 1655 1228 470 449 1655 1228 I —0 3A-2ov 0.350 e 13.30 46 03 21 0 279 967 21 0 279 967 11 Hg - 12B-09,v0.097 s 3.69 2.74 189 149 549 408 189 149 549 408 3A-2ov 0.350 s 13.30 25.15 20 0 266 503 20 0 266 503 I D 11J0 0.600 s 22.80 18.36 20 20 456 367 20 20 456 367 IW 12B-Osw 0.097 w 3.69 274 626 560 2064 1532 626 560 2064 1532 I G 3A-2ov 0.350 w 13.30 46.03 66 0 878 3038 66 0 878 3038 PI 12B-Osw 0.097 - 3.69 173 315 297 1095 513 315 297 1095 513 I—D 11J0 0.600 s 22.80 18.36 18 18 410 330 18 18 410 330 P 16B-11ad 0.081 - 3.08 4.38 88 88 271 386 88 88 271 386 C 16B-25ad 0.038 S 1.44 2.06 1688 1688 2437 3470 1688 1688 2437 3470 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 S 51.60 0.00 1688 202 10414 0 1688 202 10414 0 6 c)AED excursion 0 0 Envelope loss/gain 23329 14980 23329 14980 12 a) Infiltration 4017 1002 4017 1002 b) Room ventlaton 0 0 0 0 13 Internal gains: Ocarpants© 230 4 920 4 920 Appliances/other 1200 1200 Subtotal(lines6 to 13) 27346 18102 27346 18102 Less external load 400 400 400 400 Less transfer 0 0 0 0 Redistributon 0 0 0 0 14 Subtotal 26946 17702 26946 17702 15 Dud loads 25% 46% 6680 8212 25% 46% 6680 8212 Total room load 33626 25914 33626 25914 Air required(dm) 1167 1167 1167 1167 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ -+1- wrigI-.tsoft 2019-Dec-2013:35:30 Right-Suite®Universal 2019 19.0.13 RSU13256 Page 1 AI CA D\Epic Custom Homes\DUTTON Island/Dudley St.rup Calc=MJ8 Front Door faces: S BuildingAnalysis Job: EPIC1688 +I+ wrightsoft y Date: 12/20/19 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville.FL32256 Phone 904 722.8995 Fax 904 722 8944 Pro"ect Information For: Epic Custom Homes 4674 Town Center Parkway,#130,Jacksonville, FL 32246 Phone:904.881.9443 Desi•n Conditions Location: Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature(°F) 70 75 Elevation: 30 ft Design TD(°F) 38 18 Latitude: 31°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.5 50.0 Dry bulb(°F) 32 93 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heat) • Component Btuh/ft2 Btuh %of load Walls 3.7 6592 19.4 Glazing 13.3 3019 8.9 watts Ducts Doors 22.8 866 2.5 Ceilings 1.4 2437 7.2 Floors 6.2 10414 30.6 Infiltration 2.4 4017 11.8 GlazingInfiltration Ducts 6680 19.6 Piping 0 0 Doors Humidification 0 0 Ceilings Ventilation 0 0 Adjustments -400 Floors Total 33626 100.0 Coolin• Component Btuh/ft2 Btuh %of load Walls 2.6 4777 18.2 Internal Gains Glazing 26.6 6035 22.9 walls Doors 18.4 698 2.7 Ceilings 2.1 3470 13.2 Floors 0 0 0 Infiltration 0.6 1002 3.8 ___Ducts Ducts 8212 31.2 i Ventilation 0 0Glazing Internal gains 2120 8.1 `'`'.:. Blower 0 0 ' ` Adjustments -400 Doors Infiltration Total 25914 100.0 Ceilings Latent Cooling Load=6251 Btuh Overall U-value=0.113 Btuh/ft2-°F Data entries checked. Sft2019-Dec-2013:35:30 .-�. Wri g ht O ' Right-Suite®Universal 2019 19.0.13 RSU13256 Page ACCP. D:\Epic Custom Homes\DUtTON Island\Dudley St rup Calc=MJ8 Front Door faces: S Nook - Owner Suite 90 cfm 6" et8/0/1)/ Kitchen 166 cfm 6 8" 308 cfm Ill 7" 108 cfm 78 cfm e 6" Owner Bath Great Room 119 cfm 7" ��i 11 „ 24cfm E 4" 7" Toilet ,, �4 26cfm 29 cfm 1;; - 208 cfm WIC 108 cfm 4" 14" j Laundry - il • 11, 10" 8" M. 14" /10" Bedroom 2 N N12" 6 { Iii 80 cfm =221 cfm i Garage Foyer 4 6" Bath 2 ON 28 fm � 4 7 69 cfm U H 108 cfm 200 cfm Bedroom 3 Duct System SummaryJob: EPIC1688 +�+ wrightsoft Date: 12/20119 Entire House BY: A/C Masters HVAC, Inc. 445 Tresca Road.Suite#306,Jacksonville,FL 32225 Phone 904 722 8995 Email office@ac mastersjax com Project Information For Epic Custom Homes 4674 Town Center Parkway,Suite#130,Jacksonville, FL 32246 Phone:904.881.9443 Heating Cooling Extemal static pressure 0.20 in H2O 0.20 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/retum available pressure 0.118/0.082 in H2O 0.118/0.082 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual airflow 897 cfnl 897 Jut Total effective length(TEL) 294 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (dill) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 C 613 24 28 0.100 4.0 Ox 0 VIFx 17.9 115.0 st2 Bedroom2 C 1770 42 80 0.100 6.0 Oxo VIFx 16.6 115.0 st2 Bedroom3-A h 3378 108 87 0.100 7.0 0x0 VIFx 24.1 120.0 st2 Foyer h 2153 69 54 0.100 6.0 Ox 0 VIFx 19.2 115.0 st2 Great Room-A C 2368 87 108 0.100 7.0 Ox 0 VIFx 24.8 135.0 st1 Great Room-B C 2368 87 108 0.100 7.0 Ox 0 VIFx 14.1 115.0 st1 Kitchen h 3725 119 115 0.100 7.0 Ox 0 VIFx 18.4 115.0 st1 Laundry C 568 23 26 0.100 4.0 Ox 0 VIFx 15.0 115.0 st1 Nook h 2814 90 80 0.100 6.0 Ox 0 VIFx 30.6 135.0 st1 Owner Bath-A c 1706 45 78 0.100 6.0 Oxo VIFx 29.0 135.0 st1 Owner Suite h 5219 166 90 0.100 8.0 0x0 VIFx 33.1 140.0 st1 Toilet C 520 11 24 0.100 4.0 Ox 0 VIFx 19.3 115.0 st1 WC h 900 29 20 0.100 4.0 Ox 0 VIFx 20.0 115.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfrn) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 655 647 0.100 613 14.0 0 x 0 VinIFIx st2 PeakAVF 242 249 0.100 317 12.0 0 x 0 VinIFIx Boldrrtalic values have been manually overridden wrightsoft2019-Dec-20 13:22 45 �M- ,,,,,,,„„,_soft, Right-Suite®Universal 201919013 RSU13256 Page 1 ACCR ...custom HomesiDUTTONIslandOudleySt(ManD).rup Calc=MJ8 Front Door faces: S Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (chi) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Oxo 184 221 113.4 0.100 633 8.0 Ox 0 VIFx rt1 rb5 Ox 0 200. 169 121.2 0.068 367 10.0 Ox 0 VIFx rt1 rb1 Ox 0 308 299 115.1 0.072 467 11.0 Ox 0 VIFx rt1 rb4 Ox 0 205 208 68.5 0.100 381 10.0 Ox 0 VIFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfrn) (dm) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 692 689 0.068 647 14.0 0 x 0 VinIFix Boldlrtalic values have been manually overridden W PIghtsoft" 2019-Dec-20 13:22A5 t 41- Right-Suite®Universal 2019 19.0.13 RSU13256 Page 2 ACCA ..Custom Homes\DUTTON Island\Dudley St(ManD).nup Calc=MJ8 Front Door faces S Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando, FL 32837 ALPINE Plh ne:(800)755-6001 acom —Site Information: OFFICE COPY Customer: Accu-Span Truss Company Job Number: 20927 JobDescription: MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Address: PARCEL#4 39 p„oey Ai. City,State,Zip: Name, Address and License #of Structural EOR if one exists for the building: Name: License#: State: Address: City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design Version: 17.02.01.1114.21 JRef#: 1 W bN4080021 Wmd Standard: ASCE 7-10 Wind Speed(mph): 140 Roof Load(psf): 20.00-7.00-0.00- Floor Load(pst): None 10.00 lb This package contains a job notes page, 35 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 159.18.1542.22207 Al 2 159.18.1542.22348 Al0 3 159.18.1548.23323 All 4 159.18.1542.22503 Al2 5 159.18.1548.26630 A13 6 159.18.1542.22238 A14 7 159.18.1548.31113 A15 8 159.18.1542.22643 A16 9 159.18.1548.34420 Al 7G 10 159.18.1542.22581 Al 8G 11 159.18.1542.22239 A2 12 159.18.1542.22347 A3 13 159.18.1542.22316 A4 14 159.18.1542.22162 A5 15 159.18.1542.22378 A6 16 159.18.1542.22457 A7 17 159.18.1542.22409 A8 18 159.18.1548.37773 A9 19 159.18.1548.40360 B1 20 159.18.1548.43733 B2 21 159.18.1548.48080 B3G 22 159.18.1542.22161 CJ1 23 159.18.1542.22363 CJ2 24 159.18.1542.22300 CJ3 25 159.18.1542.22268 CJ4 26 159.18.1542.22598 El 27 159.18.1542.22628 E2G 28 159.18.1542.22597 EJ3E 29 159.18.1542.22488 EJ5 30 159.18.1542.22456 EJ6 31 159.18.1542.22629 EJ6A 32 159.18.1542.22550 HJ3E 33 159.18.1542.22518 HJ6 34 159.18.1542.22489 HJ7 This docs hent has been eteetrorweily 35 159.18.1542.22362 SJ5 signed using a tlijitsl Signatd re. Printed copieewith3utanoriginal ainnate remai i to verified rsinathe oriqnai eel:trona 1tt version. tltMelMuv i Na. 7O8'Bl t : , * * ' Ir ` ACE OF r 144 f �s0NA 06/11/2018 boost Florida Certificate of Product Approval#FL1999 Printed 6/11/2018 11:10:09 AM Job Number: 20927 Ply: 1 SEAN:105814 /114 COMN Cust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 6 FROM:MT DrwNo: 159.18.1542.22207 Truss Label: Al KM / WHK 06/08/2018 511"6 11'11"15 I 20'2" 2884 34'4"10 I 40'4" " I I " I I 5116 609 871 844 5106 511"6 =5X6 E 1- 12 03XX4 '3X4 6 V ifs) =r' o 0 § „6 (e) (e) a$G6 0 0 _.......iiiiiii!si, _1 3,f A,. -- B2 =_5X8 N 83 MK H\I X9'1"2 ..3X6(A1) .7X8 6X8 1112X4 =7X8 m3X6(A1) 1112X4 40'4" H1'-I-- 678 I 82"10 I 711" I 8'4"4 I 5'9"8 I 674 I1'�I 676 12'3" 20'2" 28'6"4 34'312 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 140 mph Pt NA Ce:NA VERT(LL): 0.208 N 999 240 B 1586 /458 /921 /- /347 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.572 N 999 180 H 1586 /458 /921 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.105 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.196 J - - B Min Brg Width Req= 1.6 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.714 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.803 Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.965 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1756 -2891 E-F 1376 -2015 Lumber C-D 1862 -3013 F-G 1882 -3054 D-E 1380 -2012 G-H 1754 -2888 Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense:B2,B3 2x4 SP#1 Dense: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 2521 -1393 N-K 2684 -1410 P-N 2644 -1369 J-H 2517 -1377 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C-R 283 -379 N-F 804 -1124 member design. R-P 2494 -1372 F-K 632 -302 P-D 615 -296 K-J 2499 -1360 ;tHltilrtisio tlr if D-N 781 -1089 J-G 297 -404 (4'1s , Htr+, E-N 1231 -708 ..t, �, `' g. 0.708.1 ` •• * ' = est\ SAT - 0 ••� = COA#`t TONAL *,°r 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' as applicable. AppTy plates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • slob Number: 20927 Ply: 1 SEON: 106006 /T35 COMN Gust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22348 Truss Label: A10 KM / WHK 06/08/2018 611"4 13'1"121 ' 20'6"3 264" 33'4"12 40'4" H 6,11"4--- I -- 6'2"8 I 1 "4 6'6"3 I 5'9"13 I 7'0"12 ' 6'11"4 H 1112X4 :5X6 1112X4 5X6 E F G -r Di 12 6 V '5X6 PI 'C6 ,n I,- m r` r B (a- I 1 m p` � O� ` - { ,,,,,,J X9'1"2 3X6(A1) =7X8 7 OX8 1112X4 7X8 1112X4■• =3X6(A1) =5X8 L K 1112X4 = 1 40'4" A 1' 7'0"3 66"13 697 5'9"137'3"13 69"15 1' 7'0"3 I 13,7" I 20'4"7 I 26,2"4 I 33'6"1 404" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.205 F 999 240 B 1586 /464 /915 I- /250 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.563 F 999 180 I 1586 /464 /915 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.092 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.172 K - - B Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.515 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.850 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.986 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1681 -2863 F-G 1643 -2584 Lumber C-D 1735 -2854 G-H 1435 -2297 D-E 1924 -2785 H-I 1694 -2872 Top chord 2x4 SP#2 Dense E-F 1646 -2591 Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-S 2490 -1363 L-K 2497 -1392 member. Q-M 2368 -1120 K-I 2500 -1392 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind S-Q 2485 -1352 M-L 1979 -946 D-Q 418 -171 M-G 869 -460 Wind loads based on MWFRS with additional C&C ;ttntruufij, /` Q-E 823 -735 L-H 490 -582 member design. % H. N,r, �'f'+4. t..r 4 Ee 0.708, # a - ,,.�; SAT - © Ij: �, �o,��fi[ ,. —iN •�.,* ' ,, •••.....,..a.•• 06/11/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary) bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin ins'alled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of 11W Building Components Group Inc.shall not be responsible for any deviation from this drawin anv failure to build the ro truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: wwwsbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 'lob Number: 20927 Ply: 1 SEQN:106156 /T8 HIPS Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DiwNo: 159.18.1548.23323 Truss Label: All KM / WHK 06/08/2018 6'4"9I 11' I 17'1"15 I 23' I 29'4" 33'117 I 40'4" 6'4"9 4'7"7 6'1"15 5'10"1 6'4" 4'7"7 6'4"9 =5X6 1112X4 =5X6 =5X6 D E F G 12 i o = 1- 6 [ . 03X4 '-'13X4 co o i4.44.04441 r ro 0 i 39 A B B2 =5P8 B3 O I J 19'1'2 3X6(A1) =7X8 =5X8 Q 3X4 12X4 K2X4 =7X8 =3X6(A1) 1112X4 111 1 40'4" A F.1' 6'5"1 4107 5'107 61"155'8"11 4'107 671 1' 6'5"1 I 11'3"8 17'1"15 23'3"13 I 29'0"8 I 33'10"15 I 40'4" I -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.267 E 999 240 B 1585 /467 /899 /- /203 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.733 E 960 180 I 1585 /467 /899 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.113 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.211 K - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft I Min BrgWidth Re 1.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Bearings B&I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.757 Re Factors Used:Yes Max Web CSI: 0.953 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1694 -2867 F-G 1946 -3272 Lumber - C-D 1842 -3101 G-H 1844 -3096 D-E 1953 -3290 H-I 1694 -2866 Top chord 2x4 SP#2 Dense E-F 1953 -3290 Bot chord 2x4 SP#1 Dense:B2,B3 2x4 SP#2 Dense: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-T 2495 -1381 O-L 2748 -1373 In lieu of structural panels use purlins to brace all flat R-P 2752 -1359 K-I 2494 -1393 TC @ 24"oc. P-0 3293 -1578 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. C-T 351 -496 O-G 659 -378 �tritt;if1111rt;rp T-R 2501 -1379 L-G 658 -372 + ' rrrr�i D-R 665 -371 L-K 2498 -1390 n, L-Q/$1,,; D-P 671 -389 K-H 352 -492 -• s 0.708. 1 • * • i ‘ : - r • • L• •43s. SAT - O rr,�. COA# $ N� % iftentimillifil 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI en8 SBCA)fox safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have br cin insalled per BCSI sections B3,B7 or B10, as applicable. Applates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the , „ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dravvir�g or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability Suite os and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinsi,org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 *Job Number: 20927 Ply: 1 SEAN:105834 /T26 HIPS Cost:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DiwNo: 159.18.1542.22503 Truss Label: Al2 KM / WHK 06/08/2018 6'4"8 12' 20'1"5 28'4" 3510"2I 3'10"240'4" 6'4"8 I 57"8 8'1"5 I 8,2"11 56"2 I 6'5"14 .6D T3 =5X6 ET3 =6 F6 U 12 6 .034 X3X4 - (a) G m co 1-c B' LiH 1- 3'8 A - a ! rt9 1"2 1112X4 =7X10 .=.6X8 13X6 .7X8 1112X4 A 40'4" A 1-1'I 6712 I 59"4 I 8'3"1 7,9"7 I 5'9"2 I " 66"6 11' 6'2"12 12' 20'31 28'0"8 33'9"10 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.244 E 999 240 B 1586 /465 /905 /- /219 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.671 E 999 180 H 1586 /465 /905 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.100 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.187 J - - B Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.909 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.962 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.953 Loc.from endwall:AnyFT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1699 -2871 E-F 1892 -3156 Lumber C-D 1504 -2446 F-G 1783 -2993 D-E 1886 -3141 G-H 1695 -2870 Top chord 2x4 SP#2 Dense:T3 2x4 SP#1 Dense: Bot chord 2x4 SP#2 Dense Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 (lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-Q 2500 -1388 N-K 2647 -1309 (a)Continuous lateral restraint equally spaced on 0-P 2498 -1389 J-H 2497 -1395 member. Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X6(A1)except as noted. Webs Tens.Comp. Webs Tens. Comp. C-P 404 -420 N-F 592 -370 Purlins D-N 1179 -636 K-F 640 -317 In lieu of structural panels use purlins to brace all flat P-N 2077 -1006 K-J 2501 -1383 TC @ 24"oc. UttUhI sfituu 4 E-N 329 -479 J-G 311 -408 Wind yti0 H. 1r„f''kr. Wind loads based on MWFRS with additional C&C \ •�.••••*•.•�'�11��,�'� member design. J./�N• .0•>C E• '0 - . i• ~ `.al � t + • r 0.708. 1 * • E. A.-� SAT ' © L.. - .a (4 •• s401. s�•....- •• N� ,� COA 64194 06/11/2018 "WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Appy plates to each face.of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of oro-fessionar engineering responsibility solely for the design shown. The suability and use of this arming for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinsl.org;SBCA: www.sbcindusiry.cor;ICC:www.iccsafe.org .Job Number: 20927 Ply: 1 SEAN:106159 /T1 HIPS Cust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1548.26630 Truss Label: A13 KM / WHK 06/08/2018 4'8" 9' 11'11" 177"5 22'11"10 287"7 31'4" 35'8" 40'4" 4'8" I 4'4" I 2'11"81 5'7"13 I 5'4"5 I 5'7"13 I 78"9I 4'4" I 4'8" =5X8 =3X4 =5X6 =3X4 =3X4 =5X8 D E F G H I I 12 � � � T 6 V 2x4 82X4 cn C J 0 • Cr T- A B `� R 0 N K L 9'1"2 �.. - - - -- =3X8 =5X6 Op �.` T� 3X6(A1) =_8 14 .HV 0912 .H912 —5X12 m3X6(A1) 1112X4 1112X4 r 40'4" A 1' 9'1"123'1"4 5'2"9 5'9"9 5'4"5 2'6"14 9'1"12 1' 9'1"12 I 12'3" I 17'5"9 I 23'3"2 I 28'7"7 I 31'2 d 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg.NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.384 F 999 240 B 1586 /469 /883 /- /172 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.053 F 668 180 K 1586 /469 /883 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.147 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.274 M - - B Min Brg Width Req= 1.6 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.638 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.882 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.941 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.01A.1114.21 B-C 1756 -2890 G-H 2363 -4188 Lumber C-D 1571 -2643 H-I 2143 -3649 D-E 2157 -3690 I-J 1571 -2643 Top chord 2x4 SP#2 Dense E-F 2373 -4222 J-K 1756 -2891 Bot chord 2x4 SP#2 Dense F-G 2373 -4222 Webs 2x4 SP#3 Purlins Maximum Bot Chord Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens. Comp. TC @ 24"oc. B-V 2533 -1457 Q-N 3688 -1833 Wind T-R 3728 -1834 M-K 2533 -1469 R-Q 4215 -2051 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. otglttitfNibftrrjr D-V 354 -713 Q-H 604 -340 ``7 ' j H• r`lf:rr��l D-T 2170 -1070 H-N 343 -551 ` �J{ f Z y V-T 2431 -1203 N-M 2469 -1235 0......7.••. , r4. T-E 339 -542 N-I 2227 -1088 / ,Y'ia.10 E sk.' 4/0 /. E-R 592 -334 M-I 409 -809 • 1. •. s.• i _ •0 • .708. 1 ` F. a I -'. SATSO i .k. 3 COA r•r s,8618/ON AL ON\o" 00 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each face,of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to Al LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the oavury truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essrona engineering responsibilt solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 'Job Number: 20927 Ply: 1 SEQN:105864 /T22 HIPS Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22238 Truss Label: A14 KM / WHK 06/08/2018 4'7" 10' 15'3"5 19'9"5 pF1"5 27'0"8 3014" 35'9" 40'4" 1,...,0600: I 55" I 5'3"5 I 4'6"1 I4" 6'11"3 I 3'3"8 I 5'5" I 4,7" I 3X6 =3X4 =5DX6 =3X6 1112X4(")G T3 H =5X8 T ,2 :� — F - T 6 � ,:•••:".40000000••••••••••••••00"W ZX4 2X4 co C v fN LL �! A 6 ! O �s K L 19.1„2 -3X6(A1) =5X6 =6X8 6X8 =H0912 =8X14 m3X6(A1) 1112X4 1112X4 1 40'4" A 1' 10' 5'1"9 5'1"9 6'9"7 3'1"12 10'1"12 1' I" I 10' i 151"9 I 20'3"1 I 27'0"8 I 30,74I 40,4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.303 Q 999 240 B 1586 /467 /892 /- /187 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.832 Q 846 180 K 1586 /467 /892 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.111 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.209 M - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings B&K are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.722 9 g d surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.997 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.897 FT/RT:O(0)/t 0(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.17.02.01A.1114.21 B-C 1776 -2894 G-H 2231 -3915 Lumber C-D 1549 -2600 H-I 2049 -3439 D-E 1726 -2819 I-J 1542 -2591 Top chord 2x4 SP#2 Dense:T3 2x4 SP#1 Dense: E-F 2223 -3897 J-K 1778 -2899 Bot chord 2x4 SP#2 Dense F-G 2231 -3915 Webs 2x4 SP#3:W5 2x4 SP#2 Dense: Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (")1 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning B-U 2541 -1479 R-N 3470 -1708 requirements. U-T 2268 -1126 M-K 2547 -1494 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind C-U 383 -296 R-H 506 -313 Wind loads based on MWFRS with additional C&C �riEHfllbt+lrrl"rjr:rrr D-T 773 -429 N-M 2356 -1166 member design. 4,� �{ ,y T-E 625 -1139 N-I 1895 940 ♦fir, e��s••••.,�H. " t/�}� ri� T-R 2871 -1375 M-I 305 -566 �� S1 �i`AG E. S Z'..' ,'0 % E-R 1378 -707 M-J 393 -316 i 4.708: 1 a * : . i : , s S AT : O . V ''�` `$/ONAl. °,' ODA 06/11/2018 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Ter safety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rod ceiling Locations shown for permanent lateral restraint of webs shall have bracin insailed per BCSI sections B3,B7 or B10, as applicadle. Apply plates to each face,or truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE N drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the „u p truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 .Job Number: 20927 Ply: 1 SEQN:106150 /T9 HIPS Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1548.31113 Truss Label: A15 KM / WHK 06/08/2018 7' 12'3" 17'7" 22'9"428'3" 33'4" 40'4" 7' I 53" 5'4" 52"4 I 5.5"12 I 5,1" I 7' =5X6 =3X4 =5X6 =3X4 =3X4 =5X6 12 C D E F G H T6Ii r T b \ Lc) °tO N M "' 1 t1 39 A B 8 ^ =3X10 E3X4 8 ., e I J I�9'1"2 =3X6(A1) 1112X4 3X44 =3X4 1112X4 =3X6(A1) 1 .6X6 --.6X6 r 1274 A 16'1"8 A 1274 A 1' 7'1"12 5'1"45'4" 55"12 5'2"4 4'11"4 7'1"12 1' 7'1"12 I 123" I 177" I 23'0"12 I 28'3" i 33'2"4 -- 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P(in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.047 E 999 240 B 498 /162 /312 /- /140 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.141 E 999 180 Q 1117 /310 /574 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 K - - L 1111 /307 /531 /- /- /3.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.036 K - - I 492 /160 /349 /- /- /3.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Min BrgWidth Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.661 q= TPI Std: 2014 Max BC CSI: 0.421 0 Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2L Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.469 I Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:0(0)/10(0) Bearings B,Q,L,&I are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.01A.1114.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Dense B-C 389 -472 F-G 760 -1066 Webs 2x4 SP#3 D-E 774 -1099 H-I 375 -459 Purlins E-F 774 -1099 In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Plylbs TC@24"oc. ( ) Chords Tens.Comp. Wind O-N 1112 -504 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. 201 -544 ,voylittterliutiritiow O_P 428 -803 G-M 1 423 -742 ��,V, ' •• kfi� P-D 427 -745 M-L 423 -799 4#e•�e•eej+.t••.'clfr �py D-O 1230 -558 L-H 284 -501 ' S, GES ..'0 '> e 0.708. 1 if: .. E.,1 „clik S 'T • O :4 F ' w4' i,c �[ I- 1� '••%�, COA#v innw,Q AL,it �• 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeefly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracininstalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on he Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a„uv„m ,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of oprooesslonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org,SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 'Job Number: 20927 Ply: 1 SEAN:106098 /T12 SPEC Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22643 Truss Label: A16 KM / WHK 06/08/2018 Baa,• 8' 14'3"5 19'5'13 25'4" 28'2" 14 33'11"8 40'4" I 8' I 6'3"5 I 5'6"9 I 563„ I 2'10”I 4,5..8 I 6'4"8 I ,-,--=-5X6 5X6 T5 G H T12 =C6 =5X6 1112X4 w6F6 T4 a T 6 V a ./ 3X4 a V ..4,44.44.t •••• •••••0, " to lV Q T B J III A/, 4 9 B3 =4 6M „\KI9'1'21 = P 3X6(A1) IlI2X4 =8XT 14 6RX10 1112X4 84 =3X6(A1) 1112X4 =7X8 A 40'4" A 1_1'I 8'1"12 -4-- 5'10"4 I 6'31 I 7'10"15 11'08 4' 8"8 I 6'5" 11� 8112 14' 20'3"1 28'2" 29 "8 33'11" 40'4" Loading Criteria (psf) Wind Criteria 1 Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 ; Pg:NA Ct:NA CAT:N• PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.469 P 999 240 B 1586 /468 /876 /- /200 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.289 P 546 180 J 1586 /464 /881 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.125 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.234 L - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft J Min BrgWidth Req1.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.909 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.961 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1671 -2806 F-G 2131 -3209 Lumber C-D 2085 -3428 G-H 1952 -2806 D-E 3124 -5194 H-I 2058 -3140 Top chord 2x4 SP#2 Dense:T4,T5 2x4 SP#1 E-F 3148 -5241 I-J 1845 -2864 Dense: Bot chord 2x4 SP#2 Dense:B3,B4 2x4 SP#1 Dense: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W4 2x4 SP#2 Dense: Chords Tens.Comp. Chords Tens. Comp. :W9 2x4 SP#1 Dense: B-T 2426 -1363 O-M 2834 -1595 Bracing T-S 2431 -1363 L-J 2491 -1527 (a)Continuous lateral restraint equally spaced on Q-O 4682 -2748 member. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat C-S 1194 -666 G-O 1630 -944 TC @ 24"oc. Wind 00,10101111881/0(40 Wind S-Q 3419 -1806 M-L 2524 -1536 Wind loads based on MWFRS with additional C&C ��'" H. /� ),,, D-Q 1944 -1165 M-I 460 -103 member design. 4. +�......••`.... �� '�, Q-F 753 -286 L-I 401 -517 ,�V•!��jE �} " • %i F-O 1720 -2752 �i i N a.708i 1 ` E • ` * • . 6i . " . :'a•• SAT• O • t:t, e• ,kr halt •Pl . .1t •,. 1� 4t COAlso' sj�NA1. ,•' ravO 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing ins alled per BCSI sections 63,B7 or 610, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE P . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mi,,,,,,,,,,,truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of roTessionar engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI'. www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www iccsafe.org .Job Number: 20927 Ply: 2 SEQN:106147 /T6 HIPS Gust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1548.34420 Truss Label: A17G KM / WHK 06/08/2018 1 5 . 2 Complete Trusses Required 5' 173" 177" 229"4 28'3" 354" 40'4" I 5' I 7,3„ 54" I 5'2"4 I 5,5„12 I 7,1„ 5' I 12 =5X6 =6X6 1112X4 =5X6 =5X6 =5X6 6 V C D E F G H b iii T br r T B r I i•",715 O N M 1 39 p =6X8 =5X6 i J 9'1"2 3X6(A1) 1112X4 3X44 =3X4 1112X4 =3X6(A1) 6X6 .6X6 I- 12'2"4 * 161"8 * 12174 -j 1' 5'192 7'1"4 54" 5'5"12 5'2"4 6'11"4 5'1"12 1' I 13" I 17'7" I 23'0"12 I 28'3" I 35'2"4 I 5'1"122' 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W - TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.086 E 999 240 B 736 /220 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.242 E 999 180 Q 2297 /752 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 G - - L 2234 /730 /- /- /- /3.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.024 G - - I 723 /215 /- /- /- /3.5 NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.694 B Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.433 Q Min Brg Width Req= 1.5 RepFactors Used:No Max Web CSI: 0.654 L Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:4.03 ft I Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:0(0)/10(0) Bearings B,Q,L,&I are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Members not listed have forces less than 375# Lumber Purlins Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Dense In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Dense TC @ 24"oc. B-C 148 -571 F-G 398 -1345 Webs 2x4 SP#3 D-E 452 -1493 H-I 144 -555 Nailnote E-F 452 -1493 Nail Schedule:0.128"x3",min.nails Maximum Bot Chord Forces Per Plylbs Top Chord:1 Row @12.00"o.c. (lbs) Bot Chord:1 Row @12.00"o.c. Chords Tens.Comp. Chords Tens. Comp. Webs 1 Row @ 4"o.c. B-R 481 -116 L-K 480 -111 Use equal spacing between rows and stagger nails R-Q 494 -115 K-1 466 111 in each row to avoid splitting. O-N 1396 -425 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC:From 56 plf at -1.00 to 56 plf at 5.00 ptrfrrrrrrurrrrrr Webs Tens.Comp. Webs Tens. Comp. TC:From 28 plf at 5.00 to 28 plf at 35.331 rrrrr, TC:From 56 plf at 35.33 to 56 plf at 41.33 ` H. ry�. C-Q 193 -708 N-G 1571 -468 BC:From 4 plf at -1.00 to 4 plf at 0.00 w14'' �_:...........tr., ‘;''''� i, Q-P 319 -837 G-M 301 -719 BC:From 20 plf at 0.00 to 20 plf at 5.03 �� ,r• 1�j�,r . .� P-D 312 -747 M-L 308 805 BC:From 10 plf at 5.03 to 10 plf at 35.30 d `~` •••Ny \S '. BC:From 20 plf at 35.30 to 20 plf at 40.33 , *• •s D-O 1715 -521 L-H 188 694 BC:From 4 plf at 40.33 to 4 plf at 41.33 e „ TC: 198 lb Conc.Load at 5.03,35.30 a • t‘o. 708 TC: 119 lb Conc.Load at 7.06,9.06,11.06,29.271 • 31.27,33.27 * : : ` F. TC: 117 lb Conc.Load at 13.06,15.06,17.06,17.94 i • r 19.27,21.27,23.27,25.27,27.27 •• S AT :, 0 ', BC: 214 lb Conc.Load at 5.03,35.30 . +t� • • 'F BC: 90 lb Conc.Load at 7.06,9.06,11.06,13.06 ,'� `• ski ...•,44./ 15.06,17.06,17.94,19.27,21.27,23.27,25.27,27.27 ••.•C ..'t •a.• t1 • ,jai' 29.27,31.27,33.27 (eC� •••••..•••••_`r�� ,.., Wind COA 4,1 0lYAt.��`yy Wind loads and reactions based on MWFRS. r4+awnsntia*1004k . 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer toALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,., __ _ truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of pro-fessronar engineenng responsibility solely for the design shown. The suitabilityand use of this awing foror any structure is the responsibility of the Building Desigier per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org .Job Number: 20927 Ply: 2 SEQN:106061 /T38 SPEC Gust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22581 Truss Label: A18G Page 1 of 2 KM / WHK 06/08/2018 I 5 $ 2 Complete Trusses Required 127'2"4 1'C"4 6' 13'3"5 1911"9 23'4" 26'2" 31'6" 35'10"9 40'4" H 6' I 7'3"5 I 6'8"5 I 3'4"7 I 2'10„I I 4'3"12 I 4'4"9 I 4'5"7 III2X4 =3X4 -.5X6 H =5X8 G12 =6X8 =7X8 T3 =7X8 t Il! T T 6 V C T2 D E F/' ,2X4 0 T is - J --sal! v —mg o 1 i 3� A B fi'I a' g� R Q N '_— K L 9,1.,2 1e W B3 P =3X6(A1) X5 =8X8 .H0912 =3X4 =3X10X8 =6X8 =3X6(A1) 1112X4 1112X4 A 40'4" I_1'I 6'1"12 I 6'11"13 I 71"9 I 2'9"7 1 4' I 4'3"12 I 8'11"12 11' 6'112 13'1"9 2071 230 27'0"8 31'4'4 40'4" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.595 T 807 240 B 2851 /915 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.614 T 435 180 K 2116 /675 /- /- /- /3.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.143 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.265 M - - B Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.900 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:No Max Web CSI: 0.814 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.01A.1114.21 B-C 907 -2839 G-H 962 -3040 Lumber C-D 1362 -4252 H-I 957 -3022 D-E 2261 -7025 1-J 597 -1904 Top chord 2x4 SP#2 Dense:T2 2x6 SP#2: E-F 1938 -6103 J-K 658 -2010 :T3 2x6 SP SS: F-G 1048 -3291 Bot chord 2x4 SP#2 Dense:83 2x6 SP SS: Webs 2x4 SP#3:W4,W5 2x4 SP#2 Dense: :W6 2x4 SP#1 Dense: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-W 2507 -794 R-Q 6044 -1920 W member. V 2520 -794 0-N 3077 974 T-R 7172 -2311 M-K 1766 -569 Nailnote Nail Schedule:0.128"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. C-V 1879 -617 R-F 394 -113 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails 1 MrHi�r)jry V-D 477 -1187 F-0 1168 -3666 in each row to avoid splitting. ��yM N. �(, kif V-T 4007 -1297 G-Q 1390 -430 Purlins ��••`TT17 •`•,•�lE••l1••. /j�% T-E 2418 -90610 N-IN 1705 555 In lieu of structural panels use purlins to brace all flat I- ,� 1"' �i77 •••�i.• E-R 436 -1246 TC@24"oc. e % , Wind i • O.708,1 • — Wind loads and reactions based on MWFRS. .k : LS . — V . •T - 0 • 47 itt4:41:10..4. i —i%O. y 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rad ceiling. Locations shown for permanent lateral restraint of webs shall have bracingins-tailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointrDetails, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing offtrussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 20927 Ply: 2 SEAN:106061 /T38 SPEC Cost:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22581 Truss Label: A18G Page 2 of 2 KM / WHK 06/08/2018 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.00 to 56 plf at 6.00 TC:From 28 plf at 6.00 to 28 plf at 19.19 TC:From 56 plf at 19.19 to 56 plf at 41.33 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 6.03 BC:From 10 plf at 6.03 to 10 plf at 20.26 BC:From 20 plf at 20.26 to 20 plf at 40.33 BC:From 4 plf at 40.33 to 4 plf at 41.33 TC: 172 lb Conc.Load at 6.03 TC: 145 lb Conc.Load at 8.06,10.06,12.06,14.06 16.06,18.06 TC: 149 lb Conc.Load at 19.19 BC: 354 lb Conc.Load at 6.03 BC: 108 lb Conc.Load at 8.06,10.06,12.06,14.06 16.06,18.06 BC: 109 lb Conc.Load at 19.19 liwittionttwt�jt'i -th4 if, o.708,1 it* I 6 ' % S ,T : 0 11 . .: tF COA FS •ON At. t %komp.t 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 /111161 as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE" drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,,,ffsvcci,.,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability Suite Fos and use of this dawing for any structure is the responsibiliW of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;CC: www.iccsafe.org .Job Number: 20927 Ply: 1 SEQN:105897 /T37 COMN Cust:R408 JRet: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22239 Truss Label: A2 KM / WHK 06/08/2018 511"6 _I 10'9"10 I 20'2" I 22'2"II7 28'2"4 I 34'4"10 I 404" 5'11"6 4'10"4 9'4"6 2'0"7 5'11"13 6'2"6 511"6 .5X6 E3 T X4 — T2 12 3X4 3pX4 G 6 1.....--. " c SC6 6 0 P T B ' I_i in A -- B2O NL01111.11411* • ` J 9Y"2 .3X8 1 3X6(A1) =7X8 SORB 1112X4 =7X8 =3X6(A1) 1112X4 r 40'4" A I_1'I 6'0"1 I 5'1"1 9'0"14 I 2'0"7 6'1"9 I 12' 1116'0"1 11'1"2 . 20.2" 22'2 7 28'4" 40'4" Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pt NA Ce:NA VERT(LL): 0.198 N 999 240 B 1586 /457 /921 /- /347 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.544 N 999 180 I 1586 /458 /921 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.094 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.177 K - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor 2.0 I Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.779 Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.855 RepFactors Used:Yes Max Web CSI: 0.957 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1741 -2872 F-G 1502 -2225 Lumber C-D 1983 -3205 G-H 1567 -2470 D-E 1366 -2033 H-I 1771 -2830 Top chord 2x4 SP#2 Dense:T2 2x4 SP#1 Dense: E-F 1390 -1884 Bot chord 2x4 SP#2 Dense:B2,B4 2x4 SP#1 Dense: Webs 2x4 SP#3:W8 2x4 SP#1 Dense: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-S 2499-1374 -L 2474 -874 K member. Q-0 2843 -1504 K-I 2477 -1397 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C-S 336 -505 O-F 644 -784 S-Q 2511 -1366 F-L 786 -487 WutttntruptN Q-D 641 -294 L-K 2133 -1084 l�j� D-O 880 -1245 K-H 381 -371 „itetk�1 H. woo,. E-O 1264 -856 �3f� •�J';.•\>G •...... ''••i10 . 2 o.)08.1 z - . _ ' S . r ,o • S •T - 0 rte, �S .•ONAL,...........„s\ r#01 ` COA Mierr ornot ' 06/11/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of ro7esslonar engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 20927 Ply: 1 SEQN:105753 /T7 HIPS Gust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnade Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22347 Truss Label: A3 KM / WHK 06/08/2018 6'6"14 11'11"8 19' 21'4" 28'6"7 33'9"2 40'4" 6,6"14 I 5'4"10 I 7.0"8I 2'4"I- 7,7.7 I 52"12 I 6'6"14 =5X8 w5X6 E F T •r. 1. 12 $D4 114 S3G 6 0 k5X6 ie `5Y6 H o .T B 1 bli ti� ___LnA P 0 NL J 9,1"2 /' =7X8 5X9 =3X4 =5X8 =5X8 K \ 3X6(A1) 1112X4 =7X8 =3X6(A1) 1112X4 j 40'4" A l-1.1 67,13 I 573 I 6'9" I 2'2"4 74"3 I 5113 I 6'7'13 11-I 6713 173" 19' 21'74 28'6"7 33'8"3 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.204 P 999 240 B 1586 /459 /923 /- /329 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.559 P 999 180 I 1586 /459 /923 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.105 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.196 K - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.559 Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.800 RepFactors Used:Yes Max Web CSI: 0.948 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1717 -2862 F-G 1395 -2089 Lumber C-D 1845 -2999 G-H 1865 -3041 D-E 1404 -2094 H-I 1717 -2861 Top chord 2x4 SP#2 Dense E-F 1362 -1795 Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-T 2488-1347 0-L 2675 -1402 member. R-P 2635 -1363 K-I 2487 -1353 Purlins P-O 1790 -758 In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs ) TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind C-T 303 -422 O-F 622 -456 Wind loads based on MWFRS with additional C&C T-R 2481 -1337 0-G 760 -1065 member design. UNtnt lilt R-D 637 -316 G-L 658 -324 oens�� • +,+++++�+ D-P 738 -1030 L-K 2489 -1347 •ae7 • a0*.,.•�f•��1��/iy E-P 632 -381 K-H 321 -455 • 4.70811 . * '' i 1 , 4= a` . V `i. t'.�,� •P, . - 1 a '.. + 4?t s,•'..I....,.•• • co +4" �11A %f 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, as applicable. Appplates to each faceof truss and position as shown above and on the JointfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Compon nts Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page . 6750 Forum Drive listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 20927 Ply: 1 SEQN:105881 /T32 COMN Gust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22316 Truss Label: A4 KM / WHK 06/08/2018 511" 13'3"8 20' 27'11"8 34'5" 40'4" 511"I- I 7'4"8 I 6'8"8 ! 7'11"8 I 6'5"8 I 5'11" 5X6 E T — 0 3X4 z13X4 12 F 6 V I(a) e o �SX6 (a) (a) t5C6 -- tlt iiiiiilk _1 37 A00,B " �'/ I (a) _ 9 -r --i— NL i� 9,1..2 .3X6(A1) =7X8 5X8 113X6 =7X8 1112X4 =3X6(A1) 1113X6 A 40'4" A r.,l' 5'11"15 I 771I 14'5"15 I 6'5"6 I 5'9"11 1 1 5'11"15 13'7" 28'0'15 34'6"5 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.196 P 999 240 B 1586 /456 /919 /- /345 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.539 P 999 180 H 1586 /456 /919 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.093 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.174 J - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 H Min Brg Width Req= 1.6 NCBCLL:10.00 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.642 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.856 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.955 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1767 -2920 E-F 1387 -2024 Lumber C-D 1750 -2842 F-G 1557 -2449 D-E 1389 -1994 G-H 1755 -2893 Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 (lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 2553 -1408 K-J 2522 -1381 (a)Continuous lateral restraint equally spaced on P-L 2469 -1247 J-H 2524 -1381 member. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. R-P 2507 -1379 L-F 455 -486 P-D 592 -258 L-K 2107 -1085 D-L 705 -966 K-G 374 -435 E-L 1307 -793 gtfl m111pttiir a F 3 a • • ' o.708i1 S * • • i ' ` !• • r z.o t s AT ' o ±.'��+. . 4 N:ice:•�.1 A - %9 .•••••41‘14, ` r. ••C •• ;\ Alsattlemomo 06/11/2018 "WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 as applicable. Appplates to each face.oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ N truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iecsafe.org Orlando FL,32821 Job Number: 20927 Ply: 1 SEQN: 105726 /T4 HIPS Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22162 Truss Label: A5 KM / WHK 06/08/2018 64"5 11'11"8 17' , 23'4" I 28'6"7 33'11"11 , 40'4" 6'4"5 5'7"3 5'0"8 6'4" 5'2"7 5'5"4 6'4"5 =5X6 =5X6 E F 03X4 3X4 12 D G 6 V Fn m s5CX6 H b sx6 r 6 T B is -_ l _t_ 3n A . °, -3X4 =5X08 NL J X912 3X6(A1) =7X8 55X8 IlI2X4 =7X8 w3X6(A1) 1112X4 A 40'4" A F1'I 6'5"4 5,9"12 { 4'9" 6'2"4 ( 5.4"3 5'3"9 , 66"1 11,' 6'5"4 12'3" 17' 23'2"4 28'6"7 33'9"15 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.202 P 999 240 B 1586 /461 /923 /- /297 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.555 P 999 180 I 1586 /461 /923 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.102 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.191 K - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.423 Bearings B&I area rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.668 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.948 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1696-2877 F-G 1478 -2267 Lumber C-D 1831 -3008 G-H 1838 -3010 D-E 1488 -2277 H-I 1693 -2872 Top chord 2x4 SP#2 Dense E-F 1429 -1983 Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use purlins to brace all flat B-T 2506 -1360 0-L 2636 -1379 TC @ 24"oc. R-P 2632-1358 K-I 2500 -1369 Wind P-0 1980 -878 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Plylbs member design. (lbs) Webs Tens.Comp. Webs Tens. Comp. C-T 308 -422 0-F 657 -421 T-R 2488 -1350 0-G 665 -896 00010 un uNtiort4 R-D 664 -340 G-L 643 -329 ,C *( Ii{ ..***rfD-P 669 -907 L-K 2485 -1358 1,�1rr� .... ,t 'i-'` E-P 668 -408 K-H 312 430 I it i I 0.70811 ' * • ' i : ' = • L,at S AT O ; ,:t. wt ' e l 1 .•'�,0", �* ""� (j co ' RIONAL Ex4 '"� tM 06/11/2018 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 93,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa a6750 Forum Drive listing this drawing indicates acceptance of oro-fessfonar engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: wwwalpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 20927 Ply: 1 SEQN:105877 /T2 COMN Gust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22378 Truss Label: A6 KM / WHK 06/08/2018 22'4" )1'111'9 6614 I 13'3"8 I 18' I 20'4"7 I 28'1"13 I 345"2 I 40'4" 5'6"14 7'8"10 4'8"8 2'4'71 5'9"13 6'7"5 5'6"14 =5X6 =3X4=5X8 E F G A, T y3X4 D pk),(14 12 6 I/ (a) (a) fC6 45j6 T / ,i� /` K 9'12 =3X8 P —1 37 A�(A1) =_7X8 T S 06X6 M =5XL 6 =3X6(A\ 1113X6 1112X4 =4X10 1 40'4" F.1', 5'7"13 711"3 I 4'612 I 2'2" 111 9'10"11 I 8'3"1 '1' 57"13 137" 18'192 20%0 1,9„)3 32'0"15 40'4” 22264 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.204 P 999 240 B 1586 /460 /923 /- /313 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.560 P 999 180 J 1586 /460 /923 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.098 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.184 L - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft J Min BrgWidth Req1.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.813 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.996 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.960 Loc.from endwall.Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1755 -2945 F-G 1382 -1916 Lumber C-D 1736 -2870 G-H 1339 -1954 D-E 1451 -2155 H-I 1679 -2687 Top chord 2x4 SP#2 Dense E-F 1380 -1871 I-J 1749 -2899 Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-U 2581 -1411 M-L 2096 -1104 member. S-Q 2491 -1263 L-J 2536 -1414 Purlins Q-N 1922 -819 In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind U-S 2520 -1383 N-G 1098 -524 Wind loads based on MWFRS with additional C&C S-D 641 -305 M-G 149 -507 member design. oustil Rttttpfitlty7 D-Q 708 -958 M-H 530 -602 OA hhy�" ` E-Q 728 -490 H-L 504 -248 �Y�/1° �/1 �y N-M 2002 -876 •\,0E•.S. 0` d.TQ$, = * I - I a ,a\ S AT ; 0 ,t 4 - CO 4 ll 0 Q1„ ' 06/11/2018 � **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingins/plied per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ANI /COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawii1g or cover pa e6750 Forum Drive listing this drawing indicates acceptance of ro7ar essionengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 . Job Number: 20927 Ply: 1 SEQN:105729 /T10 HIPS Cust:R408 JRef: 1VVbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22457 Truss Label: A7 KM / WHK 06/08/2018 6'1"1311'11"8 15' 20'2" 254" 28'6"7 34'2"3 40'4" I6'1"13 I 5'9"11 I 3'0"8 I 52" I 52" I 3'2"7 I 5'7"13 I' 6'1"13 ;5X6 3X4 =5X6 E F G 3X4 '3)}!14 D H 12 6 b5X6 _ (a) (a) 5X6 •i � m TB B i W ra �� J —J- mi A•00_ a 3X8 62 =5X8 83 O N K -.9112 3X6(A1) -7X8 T--:5X8 III2X4 7X8 =3X6(A1) III2X4 r 40'4" -1 1' 6'712 6'0"42'10'1T2 10'0"8 3'4"3 5'6"14 6'2"12 1' 6'2"12 12,3" I 15'1"12 252"4 28,6"7I 34'1"4 I 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.207 F 999 240 B 1586 /463 /919 /- /266 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.569 F 999 180 J 1586 /463 /919 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.099 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.186 L - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft J Min BrgWidth Req1.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.431 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.734 Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.948 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1688 -2889 F-G 1500 -2193 Lumber C-D 1815 -2985 G-H 1601 -2476 D-E 1603 -2476 H-I 1839 -3023 Top chord 2x4 SP#2 Dense E-F 1497 -2194 I-J 1687 -2887 Bot chord 2x4 SP#2 Dense:B2,B3 2x4 SP#1 Dense: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-U 2519 -1377 P-M 2644 -1378 (a)Continuous lateral restraint equally spaced on S-Q 2607 -1341 L-J 2517 -1388 member. Q-P 2310 -1055 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind C-U 296 -392 P-G 873 -529 U-S 2481 -1360 P-H 653 -819 Wind loads based on MWFRS with additional C&C1ttlr11111+1r,Jtrr S-D 619 -343 H-M 652 -357 member design. #0,6y+0 H '»"4!. D-Q 642 -790 M-L 2488 -1375 via �`• ( rSe i f �M E-Q 881 -538 L-I 312 420 •••• p. g • I , * ■ • • tiA%• S •�T • O .• � 44 • s cOa, 41;710N AL ,e 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer toA LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance oforo essiona, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 20927 Ply: 1 SEQN:105871 /T33 COMN Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22409 Truss Label: A8 KM / WHK 06/08/2018 7193 1378 16' 20'4124'4" 29'593 341111 40'4" ~ T1"13 +— 6'1"11 I 2'8"8 I 4'4"7 I 3'11"9 I 5'1"13 I 5'S"14 I 5'4"5 .5X6 -'3X4 =5X6 E F G 0 3X4 7 D 3X4 12 H 6 V a O6 ( ) to ;5:7 io T 110.1 ...°°°°°'.°..."- MG = J —_L_33 A00„ IIL -3008 �I -- K X9'1"2 3X6(A1) =7X8 .5X8 =6X6 =4X10 =5X6 m3X6(A1) 1112X4 1112X4 r 40'4" 1 I.1'I 7'3" 6'4" I 2'6"12 4 '7'11 I 3'9"13 I 7'10"11 8'3"1 I1'-I 7'3" 13'7" 16'1" 2 20'4"7 24'2 4 32'0"15 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.191 P 999 240 B 1586 /462 /921 /- /281 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.524 P 999 180 J 1586 /462 /921 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.088 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.164 L - - B Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.475 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.833 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.956 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1664 -2852 F-G 1486 -2196 Lumber C-D 1721 -2799 G-H 1394 -2096 D-E 1567 -2340 H-I 1642 -2678 Top chord 2x4 SP#2 Dense E-F 1454 -2071 I-J 1714 -2888 Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-U 2477 -1342 M-L 2189 -1166 member. S-Q 2434 -1221 L-J 2524 -1412 Purlins Q-N 2201 -976 In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) lbs TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind U-S 2445 -1327 N-M 1867 -857 Wind loads based on MWFRS with additional C&C S-D 665 -354 N-G 792 -411 member design. I1111Nrrrt81440�,j D-Q 652 -822 M-H 477 -538 7 `�i�` 1'i, j �4N E-Q 848 -544 H-L 419 195 r( ..?„, ,,,,,„ aJ i i 0. /001 = •• 1 k •• i ' r #4,11/4. SATO .• COA `s IONALNGOr , 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /4111 as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinomponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page, 6750 Forum Drive listing this drawing indicates acceptance of proTessronar engineering responsibilr solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org . Job Number: 20927 Ply: 1 SEAN:106166 /T3 HIPS Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1548.37773 Truss Label: A9 KM / WHK 06/08/2018 56"8 11'9'12 131' 20'2" 27'4" 28'7"7 33'10"15 40'4" 6 6"8 I 5'3"4 I 1'7'4 T2" I 7'2" I 1'3"7 5'3"9 I 6'5"1 5X6 1112X4 6X6 1112X4 E F G4,--3X4_ D 1 3 71 H — 12 6 V 3X4 3X4 "� C in0o in i�TB iii Arill111100.,1 lJ 1 A/- - ' -5X8 =3X4 �_ K X912 3X6(A1) =_7X8 T5X8 =3X6(A1) 1112X4 14 =7X8 1 40'4" 1 H1 I 67" I 58" I 711" I 7'2" 11'37 53"1 I 6,5.,9 I1'� 6'7" 12'3" 20'2" 27'4" 28'17"7 33'10"7 40'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.231 F 999 240 B 1586 /465 /911 /- /234 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.633 F 999 180 J 1586 /465 /911 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.104 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.195 L - - B Min Big Width Req= 1.6 Mean Height:15.00 ft J Min Br Width Re 1.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 9 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.627 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.926 Spacing:24.0" C&C Dist a:4.03 ft Rep Factors Used:Yes Max Web CSI: 0.953 Members not listed have forces less than 375# FT/RT:O(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 1689 -2873 F-G 1724 -2791 Lumber C-D 1810 -2990 G-H 1768 -2693 D-E 1955 -2919 H-I 1829 -3015 Top chord 2x4 SP#2 Dense E-F 1724 -2791 I-J 1691 -2877 Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use purlins to brace all flat B-U 2501 -1375 P-M 2641 -1358 TC @ 24"oc. S-Q 2452-1179 L-J 2506 -1390 Wind Q-P 2416 -1167 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Plylbs member design. (lbs) Webs Tens.Comp. Webs Tens. Comp. C-U 314 -426 P-H 688 -806 U-S 2502 -1364 G-P 636 -525 ptnurnlWrrtN y S-E 785 -649 H-M 770 -444 ,,Nr:, .. :: /'� '�i, F-Q 304 -422 L-I 323 -437 Y i•` �j G v•.• V0 IS. Q-G 474 -297 _I S,`• �` I I. s. 0.7081 '* ; . , •• �� mt• S T . 0 '1,- 1. 4,(1 z 4eSN `' COA , Q ,` 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fnstr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceili ng Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JomrDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, 6750 Forum Drive listing this drawing,indicates acceptance of oroTessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbondustry.com;ICC: www.iccsafe.org Job Number: 20927 Ply: 1 'SEON:106131 /T18 HIPM Cust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Oty: 1 FROM:MT DrwNo: 159.18.1548.40360 Truss Label: 01 KM / WHK 06/08/2018 7'2" I 13'0"12 i 13' " 7'2" 5'10"12 6" =6X6 1112X4 C D 12 6i - rn i, 0 B 1 "3 A o Fs 09'1"2 G F rIE 2X4(A1) 1112X4 =4X6 A 137" _ "i 7'3"12 5'7"4 1 + 73"12I I 12'11" 8" 13'7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.021 G 999 240 B 582 /157 /376 /- /135 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 G 999 180 E 505 /156 /263 /- /- /2.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.008 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.015 C - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft E Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.476 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.577 Spacing:24.0" RepFactors Used:Yes Max Web CSI: 0.563 Members not listed have forces less than 375# P 9 C&C Dista:3.00 ft FT RT:O(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 424 -702 Lumber Top chord 2x4 SP#2 Dense Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-G 561 -510 G-F 569 -512 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"oc. Webs Tens.Comp. Wind C-F 586 -646 Wind loads based on MWFRS with additional C&C member design. Nntntelqutuoio H. N,.V:.---•••••• I c o. 08. 1 • • '* . /I f:,4%* S T • O i Fg COA ioNA1*Nagessmoo;e , 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI anr7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rod ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 7;,_:ouPun truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracip,ng of trussesA seal on this drawing or cover pa e6750 Forum Drive listing this drawing,indicates acceptance of pro-tessionar engineering responsibility solely for the design shown. The suit-ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinsi.org,SBCA: www.sbcindustry.com;ICC: v.ww.iccsafe.org Orlando FL,32821 s" � *f • a: • • • • •§�. .. - • :'{^r` - .. y: - x . Job Number: 20927 Ply: 1 SEAN: 106125 /T25 SPEC Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 2 FROM:MT DrwNo: 159.18.1548.43733 Truss Label: B2 KM / WHK 06/08/2018 6'10" I 13'7" 6'10" 69" I,4X6(R1) 12 6 [,--- el co in io N v D B A mA I D 09,1„2 E11 2X4 (A1) 1112X4 =4X6(D1) 1 i 137" 1 610" 6'1"8 —1' I 6,10„ I- 12'11"8 I13f Loading Criteria(ps() Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.009 E 999 240 B 578 /170 /339 /- /114 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 E 999 180 D 495 /135 /263 /- /- /2.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.010 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor 2.0 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.499 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.437 RepFactors Used:Yes Max Web CSI: 0.115 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 556 -715 C-D 586 -714 Lumber Top chord 2x4 SP#2 Dense Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 577 -394 E-D 577 -394 Wind Wind loads based on MWFRS with additional C&C member design. Qlttturuuytrr 0, M H. ,R,..1 ,4, ..+SCE• s .,1.0 O.708 r 1I ‘_ •* 7 - - R • .. r, —......:* SAT • 071 i :Q,I fi •• fir. COA#0 27►dr U00111�e` 06/11/2018 "WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fr safetyPpractices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Applates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professronar engineerinresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn,ICC: www.iccsafe.org . Job Number: 20927 1 Ply: 1 SEQN:106128 /T24 HIPS Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1548.48080 Truss Label: B3G 1 KM / WHK 06/08/2018 5'HI 8'8" 13'8" 5' 3'8" 5' 4X6 :-.'"--4X6' C D 12 -I- -:-... 6 l ' _b in— N (h LA B E en eya r. 0 0 ON F 1 O 9'1"2 H G 2X4(A1) 1112X4 =3X4 =2X4(A1) I- 13'8" 1 1 5'1"12 I 3'2"12 I 5'3"8 _1' -{ 5'1"12 8'4"8 13'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.028 H 999 240 B 869 /261 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.075 H 999 180 E 869 /261 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.022 G - - B Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 TCDL:4.2 psf B&E are a s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.215 Bearings rigidsurface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.378 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.114 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:0(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 B-C 402 -1379 D-E 402 -1374 Lumber C-D 330 -1213 Top chord 2x4 SP#2 Dense Maximum Bot Chord Forces Per Ply Bot chord 2x4 SP#2 Dense (lbs) ) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Loading B-H 1182 -330 G-E 1178 -330 H-G 1199 -330 #1 hip supports 5-0-0 jacks with no webs. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads and reactions based on MWFRS. l,i'ittNtunlrmorr o.708, 1 s: r. I,* , . i . , ` s. t ,,,a k ... SAT : O ;itt.F f CoA#0 z7'& 6A4146 It'��t 06/11/2018 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)and safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingins'talled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawingq any failure to build the ,�,ymkrp.,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drAwirlg or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooesstonar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 . Job Number: 20927 Ply: 1 SEQN:106018 /711 JACK Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 8 FROM:MT DrwNo: 159.18.1542.22161 Truss Label: CJ1 KM / WHK 06/08/2018 12 6 C B 1:1 T ,\ 9'7"13• . W O 1 a MAIM m co I\ iII. D 2X4(A1 ) 1' H 1' m_ 1, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): NA B 150 /52 /123 /- /32 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /7 /15 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -14 /22 /19 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min Br Width Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 9 q= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.132 D Min Brg Width Req= - TPI Std: 2014 Max CSI: 0.015 C Min Brg Width Req= ax Load Duration:1.25 MWFRS Parallel Dist:0 to h/2Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. otowulutnrfiNitti ..."�,cE' 1....„,15,,,—k$F I i o.708. 1 * . I . i e SATO \fr.41%.* * '''i‘ ... •Ah 4it COA#0 reftttfoos, o th•1\1C+V,,t� 06/11/2018 `"WARNING** „ `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 as applicable. Appy plates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E W g_ drawings 160A-Z for standard plate positions. Alpine,a division of ITBuildinomponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the q _o," truss in conformance with ANSI or for handling,shipping,installation and bracing of trussesA seal on this drawing ,,,M,, M ,, or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • . Job Number: 20927 Ply: 1 SEQN:105801 /T30 JACK Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 2 FROM:MT DrwNo: 159.18.1542.22363 Truss Label: CJ2 KM / WHK 06/08/2018 12 C 6 ' 1 ii A\ 10'1"13 co \I B v' Lf) M11111.111.11 1 0") g� 9'1"2 A Mr D 2X4(A1) 2' ._ 1' — H _ _ 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N• PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL):NA B 163 /45 /124 /- /49 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 32 /2 /26 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C 33 /20 /12 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.133 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.025 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. ;Jt '• • ./-0-;,..o, 4, `• • o.7Q8. 1 • :i ' F. % S % 0 ,.4c. coaao `S` 10NAL0a��7 06/11/2018 ""WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted Otherwise/op chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingInsailed per BCI sections B3,B7 or 610, as applicable. Appy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the �,,,,,C ,,. truss u conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing indicates acceptance of prooesslonar engineering responsibility solely for the design shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305 Odando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 20927 Ply: 1 SEQN:105627 /T13 JACK Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 8 FROM:MT DrwNo: 159.18.1542.22300 Truss Label: CJ3 KM / WHK 06/08/2018 C 12 to 10'7"13 6 T—E1)- sv) b i1) N-- B Cs, 1_0 O'3 ' �' N911"2 A ; D 2X4(A1) 3' 1' — 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): NA B 193 /48 /142 /- /66 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /1 /38 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.001 D - - C 64 /37 /28 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.142 D Min Brg Width Req= - - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.082 C Min Brg Width Req= RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. 01titittatutiwir ioN i. ;' •. : o.708/ 1 _ ; _ * U , 4 . . _ T ,,ms's. SAT- O •• \.:1,,t.%.„4. . -I‘.... ty it COA#0 LA!!r!I Q l l►�° inentoil 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslal!ed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to �1 LPI NE drawings 160A-Z for standard plate positions. �1 Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN FT,Co,,,,,,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drrawirig or cover page 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 . Job Number: 20927 Ply: 1 SEQN:105804 /T29 JACK Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 2 FROM:MT DrwNo: 159.18.1542.22268 Truss Label: CJ4 KM / WHK 06/08/2018 C 12 P.it ;� 11'1"13 6 co U, N Q) B i N 43 A II ,g „ 9'1"2 V '_i \I ►S D 2X4(A1) 1' '14, Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL):NA B 227 /53 /163 /- /82 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 71 /3 /50 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 92 /52 /43 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.004 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.282 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.170 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. o f iti ttufth z ti .'•t::. CE Sk.` . 0 ''- •. • i r. / o.7O8 1 �: = S * • V . ' r 1% S •T:. 0 ilk./ \112.A.V4 1 "i .''f 0- COA#0 •�8/ONA1. , R;J=f iNommovisi 06/11/2018 *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 53,B7 or B10, as applicable. AppTy plates to each face.of truss and position as shown above and on the JointrDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the q,,i,,,,,..pq, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawl g or cover page 6750 Forum Drive listing this drawing,indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/7P!1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • . Job Number: 20927 Ply: 1 SEQN:106079 /T39 HIPM Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22598 Truss Label: El KM / WHK 06/08/2018 4'10" 7'7"8 I 4,10" I 2'9"8 =4X6 1112X4 B C 1111111 1,,, LIIIII2 Ill I elinN A ,,_.. mminimiir 0 101"2 Fes' E .=-.D 2X4(A1) 112X4 -3X4 8"6 i 511 -i 4'11"12 2'4"4 4'11"12 7'4" g8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph P1'NA Ce:NA VERT(LL): 0.014 E 724 240 F 325 /70 /221 /- /79 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.039 E 387 180 D 248 /91 /129 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 C - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.009 C - - F Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 g Width Req= 3.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.459 Bearings F&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.092 Loc.from endwall:Any FT/RT:0(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind ptuutntpip a��4YM�� H. Urytr�'t 49Ir 'V�%GE'S s..., 4y 3 1 o. 08,1 s • V' . /I : ' I• .off S T ' 0 I Q� jft . � 46 CoA �WSJ %OfONAl ,. 06/11/2018 '"'WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drewing,any failure to build the comcun truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 20927 Ply: 1 SEQN:106082 /T27 HIPM Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22628 Truss Label: E2G KM / WHK 06/08/2018 2'10" 7'7"8 H2'10" la 4'g"8 12 4X6 1112X4 6 1 - BC _ T in iiln A MA 1 10'1"2 E F E D 2X4(A1) 1112X4 =4X6 I-8'B j 6'11" j 2'11"12 4'4"4 2'11"12 _ 7'4" 8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg•NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.020 B 999 240 F 497 /150 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.055 B 999 180 D 374 /116 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.004 D - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 3.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.402 Bearings F&D area rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.738 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.202 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 A-B 162 -548 Lumber Top chord 2x4 SP#2 Dense Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-E 913 -244 E-D 466 -115 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC:From 56 plf at 0.00 to 56 plf at 2.83 Webs Tens.Comp. TC:From 28 plf at 2.83 to 28 plf at 7.63 B-D 111 -459 BC:From 20 plf at 0.00 to 20 plf at 2.86 BC:From 10 plf at 2.86 to 10 plf at 7.63 TC: 143 lb Conc.Load at 2.86 TC: 59 lb Conc.Load at 4.90,6.90 BC: 115 lb Conc.Load at 2.86 BC: 48 lb Conc.Load at 4.90,6.90 Purlins looniritmo titirig In lieu of structural panels use purlins to brace all flat .}q�' + N. °r 4,,, TC @ 24"oc. .'� N� ,,.... 's ,4,N. . AGE' .+- 0 -- s+ Wind ` !O, ; `+.Y Wind loads and reactions based on MWFRS. -�:e Left cantilever is exposed to wind i0,708. 1 + x AT 0 i . I.' VJO COa �t2NAL k 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, /41116 as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITV)/Buildl1in Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the aN l,-oMw�rr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagqe., 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona englneenn responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 4 r Fes: • • • • • �_ .._-_.+wa..-._��.-�-.�..:.y�.�.n.._�Trrti�r..�.rr .:�.r.a a�-.�wF• r.+!gr!r..�._... _.p.�::.��_- _.,� _ ...._ - r.. #ir • • • .. •'- �• 4 ,:. tai ak _ - -. J - y ,: - - • Job Number: 20927 Ply: 1 SEQN:106073 /T41 EJAC Cust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 3 FROM:MT DrwNo: 159.18.1542.22597 Truss Label: EJ3E KM / WHK 06/08/2018 C 12 1AV 11'6"13 6 Mr co Es) In B (V CV A- 4,"3 A1 A . 10'1"2 II � I il 210" 1' --1— — Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL):NA B 188 /47 /138 /- /63 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 48 /1 /36 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 59 /34 /25 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Mean Height:15.00 fl B Min BrgWidth Re 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.137 D Min Brg Width Req= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.068 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. ovoitiumfamtioti ��/� ��, 111 �i,� /� ,„ tj�f m # i Y .4a.708'1 a t Y. i ettl ,4`• S AT • 01�; coA Fps ONAL • 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 4 attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' as applicable. Applates to each face of truss and position as shown above and on the JoinitDetails, unless noted otherwise. Refer toALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawin an failure to build the ,N„�.,CO,,,,µ., truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of roTessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org � -- -.47'''-f„•:'- '4 s_ s , • t • • T ti • s, .'"..7:'!-,.. -. . yin„ • Job Number: 20927 Ply: 1 SEQN:105618 /T15 EJAC Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnade Homes Qty: 11 FROM:MT DrwNo: 159.18.1542.22488 Truss Label: EJ5 KM / WHK 06/08/2018 C A � CI) 11'7"13 6 12 co o to N C,') M B 43 A MIIIIIIIIIIII 9'1"2 OMAD 2X4(A1) 5' I-- 1' 5' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL):NA B 263 /59 /185 /- /99 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /4 /64 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 119 /66 /56 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 q= - Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.267 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. y�tilNttNfltp �fj�,tf` 4:. ....2.*7.....1...,?, Iret, 1,,\)CE ' Sk' \IC/ k r ' 1 ' o,708, 1 - • 1 s 1.,3 t-fr, SAT '' ' 0 ;•i.>_ 4,1 it ©, �l . -t• ,.•.,* ` , COA `Q`S'ON AL l' PP 06/11/2018 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 83,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE1 drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,onwco,,,,,*,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of ro7responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 .r raa 7,4,,V.,' fa r " .:ear* '• >-''+.. q 1 - h� tw • • F rt k • . _ .+. *.. . • • ;A ' C i�,.-i;.:':,;.'.',--:.'-‘. 1 roC> ii`^• i ,r - i 7- + ':a _.�.@..-:•-. vs.:. _.:: � 1�!,.. a3VbS:.vn ? ..:,,,. .:1. .... .... .. s•.. _ .T - _ t��.. Job Number: 20927 Ply: 1 JSEQN:106101 /T31 EJAC Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 7 FROM:MT DrwNo: 159.18.1542.22456 Truss Label: EJ6 KM / WHK 06/08/2018 C 12'1"13 12 6 co v 'n M A .1___E]Dl_91 2 osr. 2X4(A1) I 6 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): NA B 299 /65 /208 /- /116 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 108 /6 /79 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - C 145 /80 /70 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.015 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Br g Wi dth Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.622 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.376 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. otiMtiurtnrurpr ;1r, i 44116.4... .... o.los,1 r if, ,bi SAT ; O QF ©)4.,,, !.f. -t• .• �`�` •:.ru...••• l? COA , NA �-' ftemenlos 06/11/2018 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A L.P I NE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drewin an failure to build the AN,,,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oroTessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 20927 Ply: 1 SEAN:106104 /T20 EJAC Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22629 Truss Label: EJ6A KM / WHK 06/08/2018 B A14) 12'1"13 12 6 M ;t A 1'.1 cli) 9'1"2 ON '= C 2X4(A1) 6' i 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL):NA A 233 /38 /149 /- /99 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 109 /7 /82 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C - - B 149 /82 /73 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.017 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.2 psf C Min BrgWidth Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.640 q= - BCDL:5.0 psf B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.433 RepFactors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. pusruntrurrrririo„ �r+4,,. _ ,.#4.41...tf... .` 3 +• *Pi + « 4 r . , r 4• 9 j • 0.108 2 s Z1: i o . .. . sAT ' O .�QF % , / 4�44, COA �s4Y QNAL r. 06/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m ,,,,oM,,,",. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci , ng oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org,SBCA: www.sbcindustry.com;ICC: www.iccsafe.org i'. u � ,-i'" .1,--' � d '. o*. Y • ' • 3 • • e • x a-1-tf...,.=.-. • S • b:. i ` 3, • 3 b S Y T. f.. 2 { y 4 • • Job Number: 20927 Ply: 1 SEQN:106076 /T42 HIP_ •Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DiwNo: 159.18.1542.22550 Truss Label: HJ3E KM / WHK 06/08/2018 12 C 4.24 11i T co 11'6"8 v Co N- B B N ' �� N 4 10'1"2 . A D , 2X4(A1) 15" H3'11"5 { 3'11"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): NA B 256 /77 /185 /- /63 /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /1 /49 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 84 /42 /33 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 g Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.289 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.126 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. tttatnrtturrtuo got 1,r,� _ .* ' o. 708.1 • • .„a •:• SAT = x 1V:4••4•,: er•.•fi '•.'�,,4�,4; • COA ifu ,_'vm 'N►`j° 06/H/2018 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)f 'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections$3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, "nYCOA°"" listing this drawing indicates acceptance of orooessionaf engineering responsibility solely for the design shown. The suitability 6750 Forum Drive and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/7'P!1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn:ICC: www.iccsafe.org Job Number: 20927 Ply: 1 SEQN:105798 /T34 HIP_ Cust:R408 JRef: 1 WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 1 FROM:MT DrwNo: 159.18.1542.22518 Truss Label: HJ6 KM / WHK 06/08/2018 4,6"14I - 8'5"1 { 4'6"14 3'10"4 D -r40_h T 12'1"8 12 4.24 V2X4 C Nr /-4, ) t` M m M B A 9,1„2 FE 2X4(A1) =3X4 1,5. 8'1" 4„1 8'1„ 8,5'1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.015 F 999 240 B 265 /74 /- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.062 F 999 180 E 246 /52 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - D 27 /17 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.015 F - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.330 E Min Brg Width Req=Std: 2014 Max BC CSI: 0.779 - TPI D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.143 Loc.from endwall:Any FT/RT:0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Webs Tens.Comp. Lumber C-F 141 -380 Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 0 plf at -1.41 to 55 plf at 0.00 TC:From 2 plf at 0.00 to 2 plf at 8.42 BC:From 0 plf at -1.41 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 8.42 TC: 66 lb Conc.Load at 2.83 TC: 184 lb Conc.Load at 5.66 BC: 63 lb Conc.Load at 2.83 BC: 141 lb Conc.Load at 5.66 Wind outIttIHilrrrla,, Wind loads and reactions based on MWFRS. ''`� H. /CY 'f, Additional Notes ��•+AGE. �► •i,/� ,,� Provide(2)16d common(0.162"x3.5")toe-nails at top chord. 3- .••• \ ', Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. t • s 0.708.1 * : • • SAT • © I " ' �. �f>f,.'•.;�� f -IN '..•�',�► '' ie COA# $/Orva� •o ir 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7,_or B10, as applical5le. Applplates to each face,oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the mrtwCOMrury truss in conformance with ANSI/1-P! 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of orooesslonar engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org a. T r .i 4.. ,.kms ' 4„ a k `A • • .X'` , • - • , t. • - \i -• • • • • • .. .. ._ - • • • • • , ,.. ' - A f ;K lT jw { � +C,. y Se. t h' '1 t I. -• , Job Number: 20927 Ply: 1 SEQN:105630 /T17 HIP_ Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 4 FROM:MT DrwNo: 159.18.1542.22489 Truss Label: HJ7 KM / WHK 06/08/2018 C sib 0117"8 4.24 12 v N M M B 43 A -. -- -=01111111=1111111111=10 j _l____S9'1"2 D 2X4(A1) 7'0"2 1'5" -f- H 7'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL):NA B 227 /90 /- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 125 /5 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - C 80 /35 I- I- l- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.018 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.562 Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.495 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT.0(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 0 plf at -1.41 to 55 plf at 0.00 TC:From 2 plf at 0.00 to 2 plf at 7.01 BC:From 0 plf at -1.41 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 7.01 TC: -7 lb Conc.Load at 1.41 TC: 128 lb Conc.Load at 4.24 BC: 23 lb Conc.Load at 1.41 BC: 103 lb Conc.Load at 4.24 Wind ..mo Wind loads and reactions based on MWFRS. ` flttlnFi uµi r 1 Il 14i'�r. Additional Notes `_•••a••E••...•r r'rr. Provide(2)16d common(0.162"x3.5")toe-nails at top chord. ��•.'e \V ,S� /0 yam- Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. •• • •• ' •$ •• o.708.1 x * • • :amen . • COA# 06/11/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fF safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face otruss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suirability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI: www.tpinst.org,SBCA: wwwsbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 . Job Number: 20927 I Ply: 1 SEQN:106070 /T16 EJAC Cust:R408 JRef: 1WbN4080021 MODEL 1688 A/MODEL 1688 A-Pinnacle Homes Qty: 9 FROM:MT DrwNo: 159.18.1542.22362 Truss Label: SJ5 KM / WHK 06/08/2018 C i11'7"13 12 6 o0 M O N A � _i_ 10'3"4 D M•> B N fV 3 A ' 1_0_9'1"2 �j3 IT1) 12 Al H— 1 _ I3ri 4.8"8 3' 5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.013 D 999 240 B 265 /59 /179 /- /108 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 D 999 180 D 89 /7 /66 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - - C 117 /64 /57 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.014 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.420 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.259 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT.0(0)!10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. 0,MWAMi�,:tntrtt04//t/ it ,4''14. r 0.708.1 r. a _, yk ' , _ a le.,„a SAT - O Q NA **�' le COA# Vii 06/11/2018 "WARNING”" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginstalled per BCSI sections 03,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on te Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the av,iwcp, r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawidg or cover pane,_ 6750 Forum Drive listing this drawing indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The sur ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn,ICC: www.iccsafe.org Orlando FL,32821 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or' 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace I. <1) 2x4 'L' Brace w (2) 2x4 'V Brace AN (1) 2x6 'L' Brace r (2) 2x6 'V Brace ■w Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A' S #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SPF M1 / k2 Standard k2 Stud C▪O <- S #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' p3 Stud N3 Standard • O u r Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' �I r Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Flr-Larch Southern Plne.w■ QJ #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' *3 #3 J SP #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard DFL I #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d (U D r Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group BI US P F #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *1 6 Btr L▪ lJ H F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *1 �I Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Q� 0 Douglas Fir-Larch Southern Plnewww \ #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 / SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 *2 DFL #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). .--I Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ■wwFor 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B d S P F #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, 13 <J H F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. QI Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X S P Gable end supports 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d � fond from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--I DFL Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm ►^ Attach 'L' braces with 10d (0.128'x3.0' min) nails. y r r About' it able Truss I,t it I 3 %( For (1) 'L' brace. space nails at 2' o.c. � �`T In 18' end zones and 4' o.c. between zones. Diagonal brace option. )1(*For (2) 'L' braces. space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length may be T r 3 doubled when diagonal 18' )1E : 'L' bracing must be a minimum of 801 of web brace is used. Connect L V member length. diagonal brace for 450# ' 'L' + at each end. Max Web Brace `'* Gable Vertical Plate Sizes total length is 14'. ��_ 31E 31E ,`, r Vertical Length Na Splice 2x4 IIF-L #2 or I Less than 4' 0' 1)14 or 2X3 better diagonal r tl j}`�}� 14146111,1,4, Greater than 4' 0' 3X4 Vertical len th shown brace' single tfittl or double cutIn table above. 45. 18' + Refer to common truss design for 1 (ns shorn) ntL_ I 1T ,' IL'�' upperend. �j 4 {} irM ��'r'''� *� peak, splice, and heel plates. I/ 11/ / / / �`.1 ',:i 11 V 1'k- .. e ' Refer to the BuildingDesigner for conditions Connect diagona at �T ;. g midpoint of vertical web. ' Refer to chart tib•- -.tor ax gab(- ver Ici leri th. not addressed by this detail. wwWARNI1I61ww READ AND FOLLOW ALL MUTES ON THIS CRAVING e 0.708 1 REF ASCE7-10-GAB14015 =WHIM:WANTw.FURNISH THIS DRAWING TO ALL CJ1NTRACTIRS INCLUDING TIE INSTALLERS$ ; Trusses require extreme care In filling ti g,handling shipping,Installing and bracing. RefeE to ani follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f *SI : , . DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing I . ,� Unless noted otherwise,top chord shall have properly attached structural sheathing and on d ^" :hall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain of w S AT ; O : z DRWG A14015ENC101014 shall have bracing installed per BL`St sections B3,B7 or BIO,as applicable. Apply plates toe` iyK t♦ of truss and position as shown above and on the Joint Details,unless noted otherwise. / ��N Refer to drawings 160A-2 for standard plate positions. .• A �r !i, 1� AN 11W�MP�14�' Alpine, division of ITV Building Components Group Inc.shall not be responsible for /'m� S� C- this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,ssltppl e'••4 f "1 Wwe MAX. TOT. La 60 PSF installationsseal L bracingsa of trusses. e�ww W�,.,swee (,rv� A seal on this drawing or cover page design this drawing,indicates acceptance of professional l V 1\137231 Riverportl Drive engineering responsibility cturI solely for the design shown The suttablely SI use of this drawing 14/41,6 ° Al.EN ` \\suite\200 for any structs..Is the responsibility of the Bulking Designer per ANSI/TPI I Sect. •h0 \\Maryland\Heights,\MO\63043 For more hformatlon see this Job's general notes page and these web sites. �q�OW* ALPINE.eww.alpineitwcom,TPI.www.tpinst.orgi SBCA. www.sbclndustry.org,ICC.wwr.kcsafe.orp inn lili�201(l MAX, SPACING 24,0' CLR Reinforcinc Vernoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method Is desired. L-Reinf. # l` Apply to either side of web narrow face. ,, Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member Is Notes: a minimum 80% of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. 1MM For minimum alternative reinforcement, re-run design with appropriate MEMV reinforcement type. X T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. ME Attach with 10d (0128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(340 Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (340 Center scab on wide face of web. Apply (1) scab to each face of web. I. ME omoulittntfAtftuf r, osA H. •i(t(.f tf t 1 y/; AP-`ti}4>C1V-I wk` .Q,0 � v, '• •« a r•M vVARNIM=READ AND many ALL NOTES a THIS DRAVING 0.708 t 1 w t T L PSF REF CLR Subst, ..DPRtTANT..FURNISH THIS I1RAVING TO ALL CI:+TRACTutS INCLUDING THE INSTALLERS,= •li Trusses require extreme core In fabricating,handbg,shipping,Installing and bracing. Ref "to and. Falsw the latest edition of BCSI(Building Component Safety InfornaUan,by TPI and SBCA)f y . =IC DL PSF DATE 10/01/14 proctices prior to performing these functions. Installers shall provide temporary bracing k Unless noted otherwise,top chard shall hove properly attached structural sheothing and bo char?" AT 0 f BC DL PSF DRWG BRCLBSUB1014 w. shall hove o properly attached rigid ceiling. Locations shown for permanent lateral restraint f we sr e shall have bracing installed per BCSI sections 83,B7 or DLO,as applicable. Apply plates to ea �,�� I of truss and position as shown above and an the Joint Details, mess noted otherwise. 6 h • BC LL PSFIVRefer to droe gs I60A-Z for standord ate poslUons. r /Alpe,a dMsion of ITV Bg Coonents Gp Inc.shall not be responsible far any devla 0 -AN Rw9DMRANY this drawing,any fatlre to build the truss in conformance with ANSI/TPI 1,or for handing,shippin er . T❑T. LD. PSF Installation t bradng of trusses. sSi *rA seal on tits dawing or cover page lsang this drawing,Indicates acceptance of professional I�NAtr13723\Report\Drive enginer•g resporMbtlty solely for the dgn shown The s.Itebuty and use of this dra.rg DUR. FAC. \\Suite\200 for any structure Is the responsbllty of the Building Designer per ANSI/TPI I Sect \I Maryland\Heights,\MO\63043 For more Information see this Job's general notes poge and these web sites. 0141Mill0 M SPACING ALPINE.www,oipiete.conl WI.wrw.tpinstorgl SBCA.www.sbclndustry.orgl ICC.wwwlccsofe.org ('('iA MTKDf7R')(1IR Gaoe 3etai � _ • For- Let-in Verticals Gable Truss Plate Sizes • About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Ok 11 ®Refer to Engineered truss design for peak, ...... splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable Vertical 2X4 • . © © Length Exnmple� /11 typ. di 2X4 d 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member lg) O Toe-hall - Or - End-nail �' lin AIlkliliklih- ` OO To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (0,148's 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rigid Sheathing Toennlled Nails, tl 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 4 Nails �l (4) toenails In the top and bottom chords. I 'T' Relnf. 'T' 'T• This detail to be used with the npproprinte Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. -L Member 2x4 30 ASCE 7-05 Gable Detail Drawings Exam lei 2x6 20 P A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP 43 4' o.c. A11515ENC100I18, A12015ENC100I18, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 I A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' AI8030ENC100118, A20030ENCI00118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, 514015ENC100118 NQM 8(, 1.30 x 8' 7' = 11' 2' 518015ENC100118, 520015ENC100118, 520015END1� a 0144101001}�,tJ. S11530ENC100118, S12030ENC100118, S14030EN 01 '"�' . .130 10 s/ Vl 4 Nulls 51603OENC100118, 52003OENC100118, 52003yr VVI�1�}l+`� I l. . 1641. �r�'S. See appropriate Alpine gable detail for mairglrffi^ edv�`i •, 1e71gth. Ceiling f .,� + . r + x n 7(111 1_ •.WARNINGle READ AND FOLLOW ALL LUTES ON THIS DRAWING Z a '�- ..IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER +� • a _ REF LET-IN VERT Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Rife t6`aM• + ////\ follow the latest edition of BCSI <Building Component Safety Information, by TPI and SBCA) f safetf6 S AT u. 0 < a DATE 01/02/2018 V practices prior to performing these Functions. Installers shall provide temporary bracing pe BCSI. a i < Unless noted otherwise, top chord shall have properly attached structural sheathing and bot4g �+. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint gf ., �< �.J hF DRWG GBLLETIN0118 ^ f1 t shall have bracing Installed per BCSI sections B3, B7 or BIG, as applicable. Apply plates to eack•f•f .� [, Q f'^I \ III I r of truss and position as shown above and on the Joint Details, unless noted otherwise. I/ •. ' M 1:` yy�V `� C U V i r Refer to drawings 16IA-Z for standard plate positions. , •..., wl« w<e� 'as.-F, Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation ,(1 ...,,c51/ N` ' AN FTWCOMR4NY this drawing,any faure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �+s/(� ,`,1 MAX. TOT. LD. 60 PSE Installation I bracingof trusses. t�Jj n A seal on this drawng or cover page listing this drawing,indicate:acceptance of professional -..4.„... 'A. *tP 1113723\Riverport\Drive engineering responsbility solely for the design shown. The ultabAlty and use of this drawing SHIP D U R. EAC. A N Y \\Suite\200 for any structure is the responsisAity of the Building Designer per ANSI/TPI 1 sect. --70A ibiA182018 \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites ALPINE. www.aipineitw.comi TPI. www.tpinst.orgi SBCA, www.sbcindustry.org, ICC. www.iccsafe.org MAX. SPACING 24.0' MAP SHOWING SITE PLAN OF LOT 4 BLOCK AS SHOWN ON MAP OF DUTTON ISLAND AS RECORDED IN PLAT BOOK 74 PAGES 95 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. CERTIFIED TO: EPIC CUSTOM HOMES OFFICE COPY LOT 1 LOT 2 \9�J1 PAGE 2468 O.R.B.17422 N88°58'43"E 75.00' /TA- t ' N88'58'43"E 67.00' c�j 1r /��//I N V I IN V 2 1 I Aio � S88°58'43"W 56.01' /-1-2 _ I 20'B.R.L. � �7 z I I ...._ &W 0 W 1 17.2' � 12.31 12.2' 17.5' z I-(LI QQj o I PATIO " I OLU ll] I co 0 CO o� oI—Lij 15.8' cn C0Q O I 0 z z In •to SP P O 0 O o w Li,m w Ln 0 r Z cn Z Z q O O a 0 a x 8 owl0w N o o PROPOSED y O.R.B.17735 LOT 3 o J --' RESIDENCE W PAGE 1440 ° FFE( Cp co co 2 11°oa - LO 3//7l0 7 z ;+- L1 -r-G,L 10 O I "SS96.3' " OQ 6OOI�J I I 17.5'tfmn I ENTRY' 'IP � 1 �/20.3' 17.2' $ L.. J13.7' 2 'B.R. - I o �o CONC. .-Z61 \ a i a DRIVE l9 61 S88°58'43"W 75.00' 4'CONC.WALK LINE TABLE EDGE OF PAVEMENT LINE# LENGTH DIRECTION L, 7.00' N88.58'43'E DUDLEY STREET l��7 L2 7.00' NOO°54'36'W (50' R rV CURVE TABLE CURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD Cl 3.15' 2.00' 90°06'42" S45'57'56"E 2.83' 19,9DENOTES EXISTING SPOT ELEVATIONS C2 3.14' 2.00' 89°53'18" N44'02'04"E 2.83' C3 3.14' 2.00' 89°53'18" N44°02'04"E 2.83' ,9 C4 3.14' 2.00' 89°53'18" N44'02'04"E 2.83' DENOTES PROPOSED SPOT ELEVATIONS C5 3.15' 2.00' 90°06'4x' N45.57'56'W 2.83' C6 3.14' 2.00' 89°53'18" S44°02'04'W 2.83' PERRET TI.�4ND AS OCIA TES; INC. JACKSONVILLE, FLORIDA 32207-(904)805-0030 GENERAL NOTES: LEGEND (1) BEARINGS SHOWN HEREON ARE BASED ON THE P.C. POINT OF CURVATURE R RADIUS NORTH R/W LINE LINE OF DUDLEY STREET AS P.T. POINT OF TANGENCY por DELTA(CENTRAL ANGLE) S88°58'43'W,PER PLAT. P.R.C.R. POINT OF REVERSE CURVE A or L L ARC LENGTH P.C.C. POINT OF COMPOUND CURVE C or CH CHORD P.R.M. PERMANENT REFERENCE MONUMENT CB CHORD BEARING (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR P.C.P. PERMANENT CONTROL POINT (R) LINE RADIAL TO CURVE EASEMENTS,COVENANTS,RESTRICTIONS. B.R.L BUILDING RESTRICTION UNE NC AIR CONDITIONER CLF CHAIN LINK FENCE CONC. CONCRETE 12/IN RIGHT-OF-WAY (3) UNDERGROUND UTILITIES SERVING THIS PROPERTY ORB. OFFICIAL RECORDS BOOK FD. FOUND HAVE NOT BEEN LOCATED OR SHOWN. OA. ON LINE I.P. IRON RE (M) MEASURED —N^ BREAK LINE PLAT (4) THIS PROPERTY APPEARS TO LIE WITHIN FLOOD FFE • FINISHED FLOOR ELEVATION (P)IFENCE ZONE"X"AS SCALED FROM F.E.M.A FLOOD 1„=20' INSURANCE RATE MAP,PANEL 120077-0408J,DATED SCALE 6-3-2013. 01-06-2020 DATE OF DRAWING LB 6715 r^ ^^ MAP SHOWING SITE PLAN OF LOT 4 BLOCK AS SHOWN ON MAP OF DUTTON ISLAND AS RECORDED IN PLAT BOOK 74 PAGES 95 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. CERTIFIED TO: EPIC CUSTOM HOMES LOT 1 LOT 2 �� PAGE 2468 O.R.B.17422 I q° i N88°58'43"E 75.00' ,460,0,.....00.0:3:-), ,"/% t IS &-4- T N88°58'43°E 67.00' -9---1-- At �° I N .C N I N N J tVVV/ I rZ� I g-----moo° k � S88°58'43"W 56.01' '1-2 — I 20'B.R.L. OJ� —I c V�' !,,— v H I w . 12.2' 17.5' Zg i 0 W ¶7.2' I 12.3' F W o PATIO ( o IA 0 CO O.p C.6 CCi NIL I- Q Z I I o CC w 15.8' Q m 06 1 32 COI—Lli 0 I '° I O Lci Z LC) v, y; O O o z l z 0 A- Z Z55z5 .�r^A r Oa0a l -I 0 o uJIQ m Z1 io co o to RESIDENCEOPROPOSED I H A W OPAGE 144035 PUBLITWORO FFE (10.50) cQ 2 Cr { }APPROVED in I (t.-)-DENIED c. 0 { } NOT APPLICABLE Tc tl�4 70• 1 O I(L' X86.3' O� O co J I O] OI ENTRY 20.3' 17.5' v�O 'torn 117.2 ° -- LLI t*Nk9 ji 13.7' 20'B.R. . Lio in.ilii w o \� N I N CONC. �2° DRIVE tg 61 S88°58'43"W 75.00' 4'CONC.WALK 1 \ LINE TABLE EDGE OF PAVEMENT LINE LENGTH DIRECTION DUDLEY STREET L1 7.00' N88°58'43"E L2 7.00' N00°54'36'W (50' R/W) CURVE TABLE CURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD O C1 3.15' 2.00' 90°06'4Z' S45°57'56"E 2.83' Lel.q5) DENOTES EXISTING SPOT ELEVATIONS C2 3.14' 2.00' 89°53'18" N44°02'04"E 2.83' C3 3.14' 2.00' 89°53'18" N44°02'04"E 2.83' O / X9° C4 3.14' 2.00' 89°53'18" N44°02'04"E 2.83' DENOTES PROPOSED SPOT ELEVATIONS C5 3.15' 2.00' 90°06'42' N45°57'56'W 2.83' C6 3.14' 2.00' 89°53'18" S44°02'04W 2.83' FERRET AND ASSOCIATES, INC 1484 MONTICELLO ROAD,JACKSONVILLE,FLORIDA 32207-(904)805-0030 GENERAL NOTES: LEGEND (1) BEARINGS SHOWN HEREON ARE BASED ON THE P.C. POINT OF CURVATURE R RADIUS NORTH R/WLINE LINE OFDUDLEY STREET AS P.T. POINT OF TANGENCY A or D DELTA(CENTRAL ANGLE) P.R.C. POINT OF REVERSE CURVE A or L ARC LENGTH S88°58'43'W,PER PLAT. P.C.C. POINT OF COMPOUND CURVE C or CH CHORD P.R.M. PERMANENT REFERENCE MONUMENT CB CHORD BEARING (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR P.C.P. PERMANENT CONTROL POINT (R) LINE RADIAL TO CURVE EASEMENTS,COVENANTS,RESTRICTIONS. B.R.L BUILDING RESTRICTION LINE NC AIR CONDITIONER CLF CHAIN LINK FENCE CONC. CONCRETE R/W RIGHT-OF-WAY FD. FOUND (3) UNDERGROUND UTILITIES SERVING THIS PROPERTY O.R.B. OFFICIAL RECORDS BOOK I.P. IRON PIPE HAVE NOT BEEN LOCATED OR SHOWN. Oil ON UNE (M) MEASURED -"- BREAK LINE rtT PLAT (4) THIS PROPERTY APPEARS TO LIE WITHIN FLOOD FFE FINISHED FLOOR ELEVATION —"'0— FENCE ZONE"X"AS SCALED FROM F.E.M.A FLOOD SCALE 1"=20' INSURANCE RATE MAP,PANEL 120077-0408J,DATED 6-3-2013. 01-06-2020 ^ ^^ DATE OF DRAWING LB --6715 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing REPORT OF GEOTECHNICAL EXPLORATION DUTTON ISLAND LOTS ATLANTIC BEACH,FLORIDA LEGACY PROJECT NO. 20-1031.1 Prepared for: Epic Custom Homes 4674 Town Center Parkway, Unit 130 Jacksonville, Florida 32217 Prepared by: Legacy Engineering, Inc. 6424 Beach Boulevard Jacksonville, Florida 32216 Phone: 904.721.1100 www.legacyengineeringinc.com February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing February 19, 2020 Mr.Jim Joyce Epic Custom Homes 4674 Town Center Parkway, Unit 130 Jacksonville, Florida 32217 Report of Geotechnical Exploration and Engineering Services Dutton Island Lots Atlantic Beach, Florida Legacy Project No. 20-1031.1 Dear Mr. Joyce: As requested, Legacy Engineering, Inc. has completed a geotechnical exploration for the subject project. The exploration was performed to evaluate the general subsurface conditions within the proposed retention areas, and to provide guidelines to facilitate drainage design. We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project. If you have any questions, or if we may be of any further service, please contact us. Sincerely: ,,�,„,ugnenun,ni,,,,,,,,,�, Legacy Engineering, I c. ��`'coV.,(�F�TM e<<• Jared *Ws, ' . >� tis, IIii� P, ' Geotechnic 1 ngineer '� 1.jce �dC$502 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots Table of Contents 1.0 PROJECT INFORMATION 1 1.I SITE LOCATION AND DESCRIPTION 1 1.2 PROJECT DESCRIPTION 1 2.0 FIELD EXPLORATION 1 2.1 SOIL BORINGS 1 2.2 DOUBLE RING INFILTROMETER TESTING 1 3.0 LABORATORY TESTING 1 4.0 GENERAL SUBSURFACE CONDITIONS 2 4.1 GENERAL SOIL PROFILE 2 4.2 GROUNDWATER LEVEL 2 5.0 DRAINAGE DESIGN RECOMMENDATIONS 2 6.0 LIMITATIONS 3 APPENDIX A I FIELD EXPLORATION PLAN I GENERALIZED SOIL PROFILE I TEST BORING RECORD I APPENDIX B II KEY TO SOIL CLASSIFICATION II FIELD AND LABORATORY TEST PROCEDURES II Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots 1.0 PROJECT INFORMATION 1.1 Site Location and Description The site for the subject project is bound to the north and south by Dutton Island Road West and Dudley Street, respectively, approximately 350 feet west of Mayport Road, in Atlantic Beach, Florida. The Dutton Island Road West property is occupied by an existing residential structure, while the Dudley Street property is relatively cleared with a few scattered trees. Based on visual observation, it appears the subject site is relatively level. 1.2 Project Description Project information has been provided to us in discussions with you and Mr. Reynold Peterson, of Alpha Southeast. We were provided with a copy of a site plan (undated) that shows the layout of the proposed drainage system, existing site features, property boundaries, and adjacent roadways. Based on the information provided to us,we understand the proposed project will consist of constructing a retention system at each house lot. The retention systems will provide stormwater treatment for the proposed construction. 2.0 FIELD EXPLORATION 2.1 Soil Borings In order to explore the subsurface conditions within the proposed retention areas, 2 auger borings (A 1 and A2) were conducted to depths of 6 feet below existing grade. The borings were located by referencing existing site features, and should be considered accurate to the degree implied by the method utilized. The auger borings were conducted in accordance with ASTM D 1452. The subsurface conditions encountered at the boring locations, and the recorded groundwater level, are presented on the Generalized Soil Profiles and Test Boring Records in Appendix A. 2.2 Double Ring Infiltrometer Testing Double-ring infiltrometer (DRI) testing was performed at each of the boring locations to estimate the infiltration rate of the surficial soils. The infiltration rate is a measure of a soil's ability to absorb and transmit water under static hydraulic loading conditions. The infiltration rate is shown on the Test Boring Records. The tests were performed at a depth of approximately one foot below existing grade. The double-ring infiltrometer tests were performed in accordance with ASTM D 3385. 3.0 LABORATORY TESTING Soil samples recovered during the field exploration were visually classified by an engineer in accordance with ASTM D 2488. The results of the classification testing are presented on the Generalized Soil Profiles and Test Boring Records in Appendix A. 20-1031 1 February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile The boring locations and general subsurface conditions that were encountered are graphically illustrated on the Field Exploration Plan and Generalized Soil Profiles. A relatively detailed description of the encountered subsurface conditions is presented on the Test Boring Records. When reviewing these records, it should be understood the soil conditions may change significantly at adjacent, unexplored locations. The following discussion summarizes the soil conditions encountered. The auger borings (A 1 and A2) encountered fine sand (SP) was encountered within the upper 3.0 to 3.25 feet underlain by fine sand with silt (SP-SM) extending to the boring termination depths of 6 feet. Approximately 3 to 4 inches of topsoil was encountered at the boring locations. 4.2 Groundwater Level The groundwater level was measured at the boring locations, subsequent to boring completion, at depths of 3.7 and 5.25 feet below existing grade. The depth of the groundwater level encountered at the boring location is presented on the Generalized Soil Profile and the Test Boring Record. The groundwater table will fluctuate depending on tidal fluctuation, seasonal variations, adjacent construction, surface water runoff, etc. We have based our estimates of the normal seasonal high groundwater level based on the results of the soil borings, and review of available published literature. Our estimates of the normal seasonal high groundwater level are presented in the table in Section 5 of this report. Should rainfall intensity exceed normal quantities, or should other variables that affect the seasonal high groundwater level be altered, the groundwater profile at the site could change significantly. 5.0 DRAINAGE DESIGN RECOMMENDATIONS The drainage design includes retention systems that will be constructed at each lot. The following parameters presented in the table below can be utilized for recovery modeling. A factor of safety of at least 2 should be utilized for design purposes. Boring Aquifer Estimated Seasonal Vertical Effective High GroundInfiltration Location Depth(1,2) Porosity ► Water Depth Rate A 1 6 feet 2.2 feet 6.2 feet/day 25% A2 6 feet 3.25 feet 3.9 feet/day 25% (1)Aquifer depth limited to boring termination depth in accordance with SJRWMD. (2)Depth below grade existing at time of exploration. 20-1031 2 February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots 6.0 LIMITATIONS We have conducted the geotechnical engineering in accordance with principles and practices normally accepted in the geotechnical engineering profession. Our analysis and recommendations are dependent on the information provided to us. Legacy Engineering, Inc. is not responsible for independent conclusions or interpretations based on the information presented in this report. 20-1031 3 February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots APPENDIX A FIELD EXPLORATION PLAN GENERALIZED SOIL PROFILE TEST BORING RECORD 20-1031 i February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 POINT OF DUTTON ISLAND ROAD WEST COMMENCEINENT iroRMEHLY CHURCHWOAD't70'It/W) r COVFRhkttNT I.OT 14 SECTION a •- LAST V"): .^.rclim7:lwe SECIIQ = .r etY.couisENT LOT] I(r7I! ii 17 N8 8° 151.06' 17 a.74-.1 1175.011 75.00' sounTi44 CAIII u••• M.\ ! 6p ti y b N 117 -5 n + ^vV I �� a• I o I i1 co 5, • o K LUT'1tii t—? 1 LOT 2 n I- v o `� w \ Ai I vhiJUSIIWl:lEO ci Z.4 I i= •UNAa1AG£EASEMENT O N �I 1 c2 j./0111.W,ac uo ca Q T I 1' i) '11 f V 4. Giaroeoro atm GI tag sul part...re •tar 1 a>, w S88"SW43'W 55.17' r ti W ,II I c: a88-aS'43-W _7S.oe'— xHi LD ;,3 1 tiI O Y' 1 "� v+10U6TFiUCTI'O V 11142 p4A.WFCE EASE MEW x - z Ir c ' �I ~II. � �f ,c o �r o it ICII¢ t- 1 NIN o• .L1 9' L1 ( 411 I 11IT LOT 4 S j ali. , t_trr� g +-, 0 '1.115:. 39 N LCIIC10 yrr Qvdt`f r ' )W94) f' !94.28' 1 75,UU' SEB*58'43"W 169.29' NOM I N 21tl DUDLEY STREET Or II1W) Referent@ Plan Created Using Provided File N Field Exploration Plan FIELD EXPLORATION PLAN w ``� E Dutton Island Lots s Atlantic Beach,Florida AApproximate Location of Auger Borings and Double LEGACY RingInfiltrometer Tests Engineering,Inc. Geotechnical&Materials Engineertn &Testing Date:02/19/2020 I Prof No.:20-1031 I Figure 1 _Al A2 0 o (4:49 ....i 1: - ei.i :.• - 4.!fi. Jtift. 4ri-i frAir. :iTel - -- ib.-L (.. 4 ..ltj ..”' 4 MEV ..e.t.i: ;.:E0 a•itri Vtitc 23(C' f..:Cii •ti.'f! r?Lv - .;.:i!ii• ir4if 41:: Si 2:ctl, ..—• fir41: Jxtr 0 $ - .S riii 0 , 6 = t. -n w 0 10— —10 12 - 12 Strata symbols --7--- Ground Water Depth Topsoil Legacy Engineering, Inc. Fine SAND(SP) GENERALIZED SOIL PROFILE HORIZONTAL DRAWN BY/APPROVED BY DATE DRAWN SCALE F7g: Fine SAND with Silt(SP-SM) \ErericAl_ LliT. SCALE I" 2' JEEII/JEEII 2/19/2020 Dutton Island Lots Atlantic Beach, Florida PROJECT NO. 20-1031 FIGURE NUMBER 2 LEGACY TEST BORING RECORD JOB NO. 20-1031 ENGINEERING, INC. Geotechnical&Materials Engineering and Testing BORING NO. Al Project Dutton Island Lots Sheet 1 of 1 Boring Location See Field Exploration Plan Boring Begun 2/10/20 Ground Elevation N/A Datum N/A Boring Completed 2/10/20 Groundwater Depth 3.7 Feet Driller K.Crowe Length of Casing Set N/A Casing Size N/A Engineer J. Ellis, II, P.E. -Iw STANDARD PENETRATION TEST ELEV DEPTH O m a p (FT) (FT) MATERIAL DESCRIPTION O Q Z BLOWS I 6-INCH COUNT 0 \ Topsoil (3 Inches) e°•°•4>• 7 — — Gray Fine SAND (SP) •• 1 J Vertical Infiltration Rate = 6.2 Feet/Day Grayish Brown Fine SAND (SP) ' 2 L - 3 rii��i T — Dark Gray Fine SAND with Silt and r.t:� 3 rri i.): Trace of Roots (SP-SM) • i CI i.ti.i — 4— i•c] aa — — i•r.i1. r.i i :6 iLiaa 1r ;ii - 5— F[?:':lT — tyy•rr 4 1 r:i3;0 rr]:i.i — 6 rc•:u: — — Boring Terminated at 6 Feet — 7— — — — 8— — — - 9 — 10— — — — 11 — — — — 12— — — — 13— — — — 14— — — — 15— — — REMARKS: BORING&SAMPLING:ASTM D1586/CORE DRILLING:ASTM D2113 M_ BLOW COUNT IS THE NUMBER OF BLOWS OF 140 LB.HAMMER Ground Water Table FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT. LEGACY TEST BORING RECORD JOB NO. 20-1031 ENGINEERING, INC. Geotechnical&Materials Engineering and Testing BORING NO. A2 Project Dutton Island Lots Sheet 1 of 1 Boring Location See Field Exploration Plan Boring Begun 2/10/20 Ground Elevation N/A Datum N/A Boring Completed 2/10/20 Groundwater Depth 5.25 Feet Driller K.Crowe Length of Casing Set N/A Casing Size N/A Engineer J. Ellis, II, P.E. -1 w STANDARD PENETRATION TEST ELEV DEPTH J m a p (FT) ETA MATERIAL DESCRIPTION O c Q z BLOWS/6-INCH BLOW COUNT ° Topsoil (4 Inches) Brown Fine SAND (SP) .....: ..:.: 1 ::: :: Vertical Infiltration Rate = 3.9 Feet/Day :..: ": 2 Grayish Brown Fine SAND (SP) -- 2— — — - 3— — — Dark Grayish Brown Fine SAND with Silt and f i.i. 3 Trace of Roots (SP-SM) rl; — 4— ]l.i L'l:i — — VC]1.1: i ti 11: 1:c,i is 1 r7 C l — - 5 t IMA.li, 4 i iaair 1:C1:i.„ ,ii;i;is — 6 — — Boring Terminated at 6 Feet -- 7— — — — 8— — — — 9— — — — 10— — — — 11 — — — — 12— — — — 13— — — — 14— — — — 15— — — REMARKS: BORING 8,SAMPLING:ASTM D1586/CORE DRILLING:ASTM D2113 = BLOW COUNT IS THE NUMBER OF BLOWS OF 140 LB.HAMMER Ground Water Table FALLING 30 IN.REQUIRED TO DRIVE 1.4 IN.I.D.SAMPLER 1 FT. LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing Dutton Island Lots APPENDIX B KEY TO SOIL CLASSIFICATION FIELD AND LABORATORY TEST PROCEDURES 20-1031 ii February 19,2020 Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 LEGACY ENGINEERING, INC Geotechnical&Materials Engineering and Testing KEY TO SOIL CLASSIFICATION CORRELATION OF PENETRATION WITH RELATIVE DENSITY&CONSISTENCY SANDS AND GRAVEL SILTS AND CLAYS BLOW COUNT RELATIVE DENSITY BLOW COUNT CONSISTENCY 0-4 VERY LOOSE 0-2 VERY SOFT 5-10 LOOSE 3-4 SOFT 11-20 FIRM 5-8 FIRM 21-30 VERY FIRM 9-15 STIFF 31-50 DENSE 16-30 VERY STIFF IOVER 50 VERY DENSE 31-50 HARD OVER 50 VLRI HARI) PARTICLE SIZE IDENTIFICATION (UNIFIED CLASSIFICATION SYSTEM) CATEGORY DIMENSIONS Boulders Diameter exceeds 12 inches Cobbles 3 to 12 inches Gra.el Coarse—0.75 to 3 inches in diameter Fine—4.76 mm to 0.75 inch diameter Coarse—2.0 mm to 4.76 mm diameter Sand Medium—0.42 mm to 2.0 mm diameter Fine—0.074 mm to 0.42 mm diameter Silt and Clay Less than 0.074 mm(invisible to the naked eye) MODIFIERS These modifiers provide our estimate of the amount of minor constituent (sand,silt,or clay size particles)in the soil sample PERCENTAGE OF MINOR CONSTITUENT MODIFIERS 0%to 5% No Modifier 5%to 12% With Silt,With Clay 12%to 30% Silty,Clayey,Sandy 30%to 50% Very Silty,Very Clayey.Very Sandy APPROXIMATE CONTENT OF OTHER APPROXIMATE CONTENT OF MODIFIERS COMPONENTS(SHELL,GRAVEL,ETC.) ORGANIC COMPONENTS 0%to 5% TRACE 1 to 2% 5%to 12% FEW 2%to 4% 12%to 30% SOME 4%to 8% 30%to 50% MANY >8% Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 FIELD AND LABORATORY TEST PROCEDURES Auger Borings The auger borings were performed using a continuous flight auger attached to a rotary drill rig or manually using a post-hole auger; and thus in general accordance with ASTM D 1452-80, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were placed in watertight containers and sealed. After completing the drilling operations,the samples for each boring were transported to the laboratory where the Geotechnical Engineer examined them in order to verify the driller's field classifications. The samples will be kept in our laboratory for a period of two months after submittal of formal written report, unless otherwise directed by the Client. Soil Classification Soil samples obtained from the performance of the borings were transported to our laboratory for observation and review. An engineer,registered in the State of Florida and familiar with local geological conditions, conducted the review and classified the soils in accordance with ASTM 2488. The results of the soil classification are presented on the boring records. Double-Rine Infiltrometer Test The Double-ring infiltrometer test was performed in the field in general accordance with the procedures outlined in the latest revision of ASTM D 3385,"Infiltration Rate of Soils in Field using Double-Ring Infiltrometers". The test location was initially cleared of all surface vegetation and topsoil,excavated to the desired test depth and then leveled. The outer ring,approximately 24 inches diameter,was driven to a depth of 6 inches below the test depth. The inner ring,approximately 12 inches in diameter,was inserted inside the outer ring,and driven to a depth of approximately 2 inches below the test depth.A thin layer of gravel was placed on the exposed soils inside in the rings at the test level. The two rings were filled simultaneously with 4 inches of water. This water level maintained throughout the test period,with the required amount of water added to maintain this level in both rings recorded at the time intervals of ten minutes. After reaching a stabilized inflow volume of water,the test was continued for approximately 30 minutes. To determine the infiltration rate,the volume of the water used during the stabilized flow period for the inner ring,the annular space and both rings combined is converted to the depth of water per unit of time(e.g.in inches per hour). The infiltration rate for the inner ring,if different than the infiltration rate for the annular area or for both rings combined,should be used(the different being caused by divergent flow). LEGACY ENGINEERING , INC Geotechnical & Materials Engineering and Testing 6424 Beach Boulevard I Jacksonville,Florida 32216 1904-721-1100 I www.LegacyEngineeringInc.com Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939 9z60Z l 3J11W 31tl0 31tl0� al-a-s� 2138WON BOf A8 NMtl210 QNV7S� NOili no. 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D D rn �, 8 ZrO i z ' m T m IT_ J 01- m oz vro 'v 0 2"”' l v8 9 08 3 s ,l Z„LL,I 13 13 ❑ m 3 a N ;< (D to 9L A Z o m' ITG 1 �1 MCD bl ,Z m m m to z 7 ,Z rn OP (D FT -1 8V 9V vV ,z 9"Z' I ZV .z cg -4 ,Z o ,Z LV D m z ,z ,z v �v O f�sf SV o ,Z <CD Z LV 6V ,z LLV ,z 21V SLV Z„ll,l �e OFFICE JL 1' QTc �, rn 12ro (D z Wo cncn lr� —_ „tAv— D r ❑ D D ' m T m IT_ J CIO 'v 3 s m 13 13 ❑ m 3 a N ;< (D to C-1 N 14 O A m o m' ITG 1 �1 MCD m m m to 7 C-) isQ Z 2 rn (D FT -1 dY' r cg -4 o D m ✓ -4 v O f�sf o o <CD C 1 � z �e OFFICE COPY QTc (D z I D r -H CD D O Q O � O (D D (D 0- C Q Q0 (f) \ F7 c/) D ---d Q C 1 G (D M � �7 M ION 43"E 6"W Iii® '—®��l� mm APPROVED H o N u W 0 v W O �O'T U LL uZ W LLu^ W WV W J Z U) O O W Y O Z v,L)U N :� d p Cl) m N Z 1 �C) O%%%%%%� 6 000 � LOT 1 1 iii 0 FAQ o v, 6" PVC PIPE. LOT 2 _ N81058'43"E 75.00' _ N O.R.B. 17422 Gj PAGE 2468 C' - z O 0 0 1.0 L� SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE pQ QQOOo� CONNECTION POINT OF THE PORCH AND STOOP,THE 2' p TYPICAL ELEVATION DROP SHALL BE 4 INCHES. .,=• w z W 0 DOWN SPOUT '° 9.0 of °- BELOW F.F. ELEV. U)0 10.0(TYP.) EL F O — — J00 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN 2.2' 5' ,TOB, MAXZ 5 5 10ow U U a I +/— 0.1 FT OF DESIGN ELEVATIONS. '27.2' , z.3' M A, it , 2.2' s Z a PA flO O n. F. F. E � W 0 O U I I 15.8' (� w O W W M OZ a� i wl U) I� 8.4 a C) I o BOT. (00.0) EXIST. SPOT EL. -- • — PROPOSED SHALLOW I O ® CROSS SECTION A - A I J N.T.S. POP EMITTER 1 B- CRITICAL ELEVATION LOT 3 cfl I O rn� PROPOSED RESIDENCE O.R.B. 17735 PAGE 1440 Q� a GRAPHIC SCALE FFE (11.0) ��1 EL 10.0 7,5 MAX PLOT DATE: d L0 20 I BY: DESIGNED BY: c� o ZI ! I �' F.F. ELEV 11.0 *°�� CD ! 6.3' - BNT CROSS SECTION N B 27.2' -- -- —20 —3 — 20 B.R.L�• GUTTER N.T.S. REVISED0 CONC. o DRIVE r' {P' 16.00 �� PUBLIC WORKS a (VAPPROVED S8805843"W 71i. 0' E { } DENIED 4' WEIR { } NOT APPLICABLE TO DEPT z 4' CONC. WALK 3 0 N EDGE OF PAVEMENT ---- APPROVED H o N u W 0 v W O �O'T U LL uZ W LLu^ W WV W J Z U) O O W Y O Z v,L)U N :� d p Cl) m N Z 1 �C) O%%%%%%� 6 000 � p00 � 000 p� 0 FAQ o v, �' 4> 0 L ® �J od CO z ®000Lv 0 0 1.0 L� SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE pQ QQOOo� SCALE: AS NC JOB NO.: 7180 ( IN FEET w.,tv MAR 06, 2020 SHEET NO. 1 inch = 20 ft. .11 `1 BY: �: DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. w w z W 0 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N of °- BELOW F.F. ELEV. U)0 W O Q 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN " z +/— 0.1 FT OF DESIGN ELEVATIONS. o 0 nn x U 0 DRAINAGE LEGEND co W W 00.0 00.0 U) "-- PRE—FLOW ARROW f— PROPOSED SPOT EL. POST—FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL. -- • — PROPOSED SHALLOW O SWALE TREE PROTECTION REVISIONS _ — -� SOCK DRAIN PIPE WITH POP—UP POP EMITTER CRITICAL ELEVATION (*0.00) INTERPOLATED SPOT EL. GRAPHIC SCALE PLOT DATE: 02T2 -5F20-20 20 0 10 20 40DRAWN I I 1 1 80 BY: DESIGNED BY: KG RDP SCALE: AS NC JOB NO.: 7180 ( IN FEET w.,tv MAR 06, 2020 SHEET NO. 1 inch = 20 ft. .11 `1 BY: �: LOT 1 LOT 3 6" PVC PIPE (TYP. ) LOT 2 N84°58`43"E 75.00' _ --1->----_ _� ' 27.2'1 3 O O 12.3' — H� 0 N 0 co CD Lu ofO� U) Ou-� C) Oaoa� W _.IO U) z 0 6 O co Z b O 1212' Q O W 1J o a U Nao u? PRO POS—ED 4 � RESIDENCES CY) FFE (11.0) LO f I z 63010 1NTR a 20—. 3 ' 2F ----- _— 10.0 CONC. . DRIVE — 1600 � SW58'43"W 75. 0' 4' WEIR 4' CONC. WALK EDGE OF PAVEMENT i NTOUN00'54'36"W LINE #RECTION L18°58'43"E L2 O.R.B. 17422 PAGE 2468 DOWN SPOUT n ( TYP. ) O.R. B. 17735 zo � PAGE 1440 p� L1 M 0 Q I l " GUTTER S 10.0 Ai Ell II'u7 ®t Lmlml ® ® �i BOT. CROSS SECTION A - A N.T.S. QI EL 10.0 7.5' MAX F.F. ELEV 11.0 CROSS SECTION B - B N.T.S. DRAINAGE NOT 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/- 0.1 FT OF DESIGN ELEVATIONS. DRAINAGE EGEND PRE -FLOW ARROW 00.0 PROPOSED SPOT EL. Q'%- POST -FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL. — . _ PROPOSED SHALLOW O TREE PROTECTION SWALE SOCK DRAIN PIPE WITH POP-UP CRITICAL ELEVATION POP EMITTER (*0.00) INTERPOLATED SPOT EL. 20 GRAPHIC SCALE 0 10 20 40 1 80 ( IN FEET ) 1 inch = 20 ft. eC;Elvl ` MAR 0 5 2020 F- W W W W jr O F- _ U WOf 00 LL F- U) 0 U U _ 0') a W SHEET NO. C-1 z a W Q _z Q D W F- U) KG N H� N 0 co Lu ofO� U) Ou-� J W LO J J 0 W _.IO U) z 0 6 O co Z Y o O N 7 d M Cv o Z O h � 00 oa000 �p�OOO OOO��j� o V NNS S� o ® o Q u m I' `J gg DRAINAGE NOT 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/- 0.1 FT OF DESIGN ELEVATIONS. DRAINAGE EGEND PRE -FLOW ARROW 00.0 PROPOSED SPOT EL. Q'%- POST -FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL. — . _ PROPOSED SHALLOW O TREE PROTECTION SWALE SOCK DRAIN PIPE WITH POP-UP CRITICAL ELEVATION POP EMITTER (*0.00) INTERPOLATED SPOT EL. 20 GRAPHIC SCALE 0 10 20 40 1 80 ( IN FEET ) 1 inch = 20 ft. eC;Elvl ` MAR 0 5 2020 F- W W W W jr O F- _ U WOf 00 LL F- U) 0 U U _ 0') a W SHEET NO. C-1 z a W Q _z Q D W F- U) KG LOT 1 I LOT 2 N 058'43"E 75.00' E- Z W LU W of W ~ W U M Q OZ Z� O LOT 3 '17 I I I CD L CD r I I I I I I M I �I I o ® I O ZII Im EDGE OF LINE_ TABLE LINE # LENGTH DIRECTION L1 '7.00' N88°58'43"E L2 7.00' N00°54'36'VV �- 12.3' 12.2' Num I ®IYii® l() C:) 6.3' I U) VTRY v 20.3'7.5' 7.5' ILL. I 4 CONC. DRIVE I ^ �\ E=-- qp- 1 - qp* m 88058'43"W ••• 4' CONC. WALK 36" MIN. METAL OR WOOD FENCE POSTS DRIVEN INTO GROUND A MIN. OF 1'-0" 6' O.C. (tPpx1 FILTER FABRIC TRENCHLOLO—T�\.... BACKFILL TRENCH WITH EARTH AFTER PLACING CONSTRU FILTER CLOTH— � CFtON O.R.B. 17735 PAGE 1440 CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC TO BE FASTENED SECURELY TO FENCE POSTS, 2. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. 3. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN FUNCTIONAL CONDITION, 4. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. CONSTRUCTION ENTRANCE SLIT FENCE GRAPHIC SCALE 20 p 10 20 40 ( IN FEET ) 1 inch = 20 ft. PATIO 0 a I C7 W N 15.8'LLJI O {Lu wLu 09 O0-oa WX0) oow �xow �O� 0 o PROPOSED m J IJ RESIDENCES W FFE (11.0) J W J O I I cY) l() C:) 6.3' I U) VTRY v 20.3'7.5' 7.5' ILL. I 4 CONC. DRIVE I ^ �\ E=-- qp- 1 - qp* m 88058'43"W ••• 4' CONC. WALK 36" MIN. METAL OR WOOD FENCE POSTS DRIVEN INTO GROUND A MIN. OF 1'-0" 6' O.C. (tPpx1 FILTER FABRIC TRENCHLOLO—T�\.... BACKFILL TRENCH WITH EARTH AFTER PLACING CONSTRU FILTER CLOTH— � CFtON O.R.B. 17735 PAGE 1440 CONSTRUCTION SPECIFICATIONS 1. FILTER FABRIC TO BE FASTENED SECURELY TO FENCE POSTS, 2. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. 3. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN FUNCTIONAL CONDITION, 4. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. CONSTRUCTION ENTRANCE SLIT FENCE GRAPHIC SCALE 20 p 10 20 40 ( IN FEET ) 1 inch = 20 ft. s0 F- W g W o a 1 J U) i F- W oF- p Q U U U 0 O M WU) 0 w 1 REVISIONS 1 SIGNED BY: RDP ECKED BY: RDP %LE: AS NOTED 3 NO.: 71801.00 SHEET NO. C-2 i 9 LU ~ N N M 09 WX0) �O� H J � u_ � W J W J O w OOw O� Y Z O Lo2 N < � M N N� �O ~ Z y b s0 F- W g W o a 1 J U) i F- W oF- p Q U U U 0 O M WU) 0 w 1 REVISIONS 1 SIGNED BY: RDP ECKED BY: RDP %LE: AS NOTED 3 NO.: 71801.00 SHEET NO. C-2 i 09 s0 F- W g W o a 1 J U) i F- W oF- p Q U U U 0 O M WU) 0 w 1 REVISIONS 1 SIGNED BY: RDP ECKED BY: RDP %LE: AS NOTED 3 NO.: 71801.00 SHEET NO. C-2 DESIGN SPECIFICATIONS: GENERAL NOTES: 8_ All concrete slabs on grade shall be the thickness as indicated on the drawings over T TT c R Project has been designed in accordance with the 6th Edition (2017) Florida Building 1. The scope of these plans is limited to the structural requiremonts of this project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with ��i'! V LSB LJ Hfibermesh.feinforcement Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.41.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, ENGINEERING, INC. and flashing requirements are not addressed in these plans. or shall be used with a minimum fiber length of -1" to 2" - 11481 OLD ST. AUGUSTINE RD., SUITE 4 202 DESIGN CRITERIA: 2. It is the intent of the Engineer of Record (Engineer) that this Work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. JACKSONVILLE, FL. 32258 P:9 � �E6�g4 F: 904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type °erii�w. uujsb r11 14 ing.com Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and!iy846 Building Risk Category: II other deleterious material. Structural fill shall be compacted to a density of at least `� Wind Exposure: B (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection ,•'�,�GE�/S,`.� Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary shall be provided in accordance with applicable code requirements. If soil treatment No 78623 Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used, the treatment shall be done after all excavation, backfilling, and compaction e e Wind -Borne Debris: NOT located in the wind-borne debris region construction. is completed. Unless otherwise noted, project site considerations shall be the responsibility of :he 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall b �� $TATE OF ; �� V owner and/or contractor. Examples of such items include, but shall not be limite1 to, commencing work. compacted to a density of at least 95% of the Modified Proctor Maximum Dry Densi $ '.� Pte° 4/ee determination of grade elevations, drainage features, and special requirements (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footin associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be 11, The following minimum concrete cover shall be provided for reinforcement: a I!l�R►� DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth �] T 08-21-18 Floors: 6. All details and sections shown on the structural drawings are intended to be typical 2" Concrete exposed to earth or weather '/2' Concrete not exposed to earth or weather_� - JESSE J. JANNETTE, PE1 - FL PE No. 78623 y The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except LL- a COMMENTS: wood subfloorin over wood truss, wood 1 -joist, or solid sawn, lumber framing. Tie 9 J 9 I floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following LL covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be minimum lengths: m W notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structuralZ #4 bars: 21" minimum ® #5 bars: 26" minimum Ci F N Roofs: drawings and any drawings prepared by others prior to commencing work.Q #6 bars: 32" minimum = d O Metal or Shingle: 10 (Rafters) 7 (Wood Truss) J € O psf psf Concrete Clay Tile: 15 8. It is the owner's and/or contractor's responsibility to obtain a sei.1s ex ;oration report.g 4 CL < Z M o or psf The design of the structure bearing capacity 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. _ 25L� � LU Refer to Architectural Plans for Roof Covering System project assumes an allowable soil of lam] Z DESIGN LIVE LOADS: 2000 psf. The Engineer shag be notified if soil conditions encountcred differ from the noted assumptions. All requirements for site preparation and soil c-•mpaction 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support V V U <. - p to U Cj specified in the soils report shall be followed requirements reinforcing steel. Support items which bear on exposed concrete surfaces shall have W F-- Q unless more stringent are ends which are plastic tipped or stainless steel �y Floors: specified in these plans. S ®� O Q Exterior Balconies: 40 psf MASONRY: V LL N Exterior Decks: 40 psf CONCRETE: - Q 1-- LA Stairs: 40 psf (or 300 Ib point load) Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for General: C n G� LA LL All Other Areas: 40 psf Structural Concrete," ACI 318-14, and "Specification for Structural (;oncrete," ACI 3010 All masonry work shall be in accordance with "Building Code Requirements for 0 tra t>� >" Attics: 2. All concrete shall have the following minimum compressive stren,;tn at 28 days: Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," RCI 530.1-13 W - ~till C Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: l7c=250 )nsi W W With Limited Storage: 20 sf. g Structural slabs, walls, beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of - cc > - With Storage: 30 psf (fixed stair access) Designated radon zones only -all concrete: fe= 3000ps1 3000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ". LJ ti t CC Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf in brick veneer. 4:12 slope or greater 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) CLIENT: DEFLECTION CRITERIA: i 5. Water shall be clean and free of injurious amounts of oil. ;,rids, a:kails, salts, organic 4. The contractor shall be responsible for the design and installation of all flashing. EPIC CUSTOM HOMES material or other substances that are deleterious to coneete or steel reinforcement. Concrete Masonry (CMU): m PROJECT: Walls: Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless other i-_- c noted on the, 1. Concrete masonry units (CMU) shall be ASTM C90-14Hollow Load -Bearing Concrete g PARCEL #4 DUTTON ISLAND d Wind loads with other brittle finishes �/24G Structural drawin 9 gs. Ai! reinforcin details shall conform to "De: •ils and Detailing of Masonry Units, normal weight, with a minimum compressive strength of 1900 psi DUDLEY STREET (1688-A) Wind loads with flexible finishes: L/i 20 or L/180* Concrete Reinforcement," ACi 315, unless detailed otherwise on [ha structural (fm=1900 psi). JOB NUMBER: COUNTY: ' Li180 for exterior walls with interior gypsum board finish. drawings. -18 -1133 1DI.&AL Floors: Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: 3 SCALE: 1 - E / - 1' 0" (U.O.N.) Total Load: L/240 * shall be in accordance with "Standard Tolerances for Concrete Construction and #4 bars: 20" minimum DO NOT SCALE THIS DRAWING * Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1r2" inside of the sill plate. #5 bars: 25" minimum RELEASE DATE: Roofs: #6 bars: 30" minimum 08-21-18 REVISIONS: Live Load: Li240 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. _ Total Load: L/180 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall = DRAWN BY: DJM height exceeds 5'-0". CHECKED BY: 5. Beam reinforcement shall be continuous across control joints. _ TITLE: GENERAL NOTES 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the - SHEET 1 of 2 structural drawings. a SHEET: S-1 Clay Masonry (Rri,-k%- 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 1 i,5" O.C. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 Adjustable or strand wire veneer ties shall be us '/" galvanized roofing nails. ed at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceecs 6-0" then the steel angle shall be attached to the wood framing with %" x 3" lag screws @ 12" o.c. or Simpson %" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specificati (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizEs and grades of visually graded Southern Yellow Pine dimension lumber per "SupKdement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). i 3. All wood members exposed to weather or in contact with masonry, concrete for soil shall be treated with an appropriate preservative suitable for the exposure ccnditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 6695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a J Idad capacity of the truss to truss connectors, and the manufacturer's license to fa registered Engineer's seal for approval. Design notes shall include the ratet ricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 3. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. I. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 0. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. L Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers be provided by others. ) shall Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 Y," wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131 "x3 %" nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3 'X" nails @ 8"o. c. (tach side) 4 -ply beams with (2) rows of Simpson 6'/" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) C. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTNI A572 (FY=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2• All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for l,Ipproval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 1 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact With ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be Installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. WINDOW, DOOR AND SOFFIT PRESSURES: 1. All window, door and soffit assemblies shall be designed to withstand the design Pressures indicated below and shall be installed in accordance with the manufacturer's requirements. TYPICAL EDGE STRIP (5) a=4.0' )NE (4) I OFFICE COPY ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL, 32258 P: 904.886.2401 F: 904.260.4367 www. HulsbergEngineeringxom FLO A C.A. NUMBER: 25846 y .•�" J. • NO 781823 • v (� UE J: JANNETTE, PE FL PE No. 78623 EPIC CUSTOM HOMES PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) JOB NUMBER: , _ COUNTY: %" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING DATE: 08-21-18 DRAWN BY: DJM CHECKED BY: JJJ TITLE: GENERAL NOTES SHEET 2 of 2 SHEET: c G B SD -1 I— Q SD -2 4" CONCRETE SLAB WITH I 6x6 W1.41.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL PROVIDE RECESS FOR SHOWER i (SEiE ARCHITECTURAL PLAN) -2 I I I I I mo I I — _ ci I EXTEND FO NDATION OT MA R POSTS PPORT I I I � L I IN T_10" EMBEDDED STRAP AT GARAGE DOOR OPENING o SEE DETAIL "F" ON SD -1 " 12'-8" I D SD -1 MONo�irHic 40'-4" (- OFC I C E C O pY IT Im ULSBERG HENGINEEFJNG, CLIENT: EPIC CUSTOM HOMES m PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) r JOB NUMBER: a 18-1133 COUNTY: DUVAL 12'-4" 15' 10" 12'-2" — - INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 m REVISIONS: JACKSONVILLE, FL. 32258 'Y Y o - twww.HulsbergEngineedng.com 1,: 904.886.2401 F: 904.260.4367 FLORIDA C.A. NUMBER: 25846 E —1 � R A\ 0I No TaS23 ;� B NOTE: ----- I J •� SD -1 \ �� SPECIAL REQUIREMENTS �IVOTE: .� ��` CONTRACTOR TO VERIFY MAY BE APPLICABLE FOR N SLIDING GLASS DOOR RECE`�S !! TE, PE SLIDING DOOR, VERIFY PRIOR o TO CONSTRUCTION DIMENSIONS WITH FINAL I - a COMMENTS: FL PE No. 78623 N FLOOR PLAN. Q I B SD -1 G B SD -1 I— Q SD -2 4" CONCRETE SLAB WITH I 6x6 W1.41.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL PROVIDE RECESS FOR SHOWER i (SEiE ARCHITECTURAL PLAN) -2 I I I I I mo I I — _ ci I EXTEND FO NDATION OT MA R POSTS PPORT I I I � L I IN T_10" EMBEDDED STRAP AT GARAGE DOOR OPENING o SEE DETAIL "F" ON SD -1 " 12'-8" I D SD -1 (- OFC I C E C O pY IT Im CLIENT: EPIC CUSTOM HOMES m PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) r JOB NUMBER: a 18-1133 COUNTY: DUVAL 3 SCALE: DO NOT SCALE THIS DRAWING z RELEASE DATE: 08-21-18 m REVISIONS: [� URAWNBY: DJM CJ = SUGGESTED CONTROL JOINT a CHECKED BY: JJJ LOCATIONS (SEE DETAIL 'T" ON SD -2) TITLE: FOUNDATION PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS - USING FINAL APPROVED FLOOR PLAN PRIOR FOUNDATION PLAN TO CONSTRUCTION a SHEET: Icl S-3 A17G 4 A18G (E2)lxl SW -6 SW 6 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. 2 //-(2) 2x4 BUILT-UP POST (MIN.) (2) 2x8 HEADER 1J 2K RAKE/BALLOON FRAME REAR WALL UP TO PORCH CEILING HEIGHT WITH 2x4 STUDS @ 16"O.C. w o 10' PLA= (2) 2x6 HEADER i 1J 2K ,W (2) 2x4 BUILT-UP POST (MIN.) 2x4 STUDS CONTINUOUS FROM SILL PLATE TO 10' PLATE (2) 2x4 BUILT-UP - (2) 2x4 BUILT-P— PU OST (MIN.)— — P07MIN. 91: PLATE 1 'PLAT E SD -7 9' PLATE C 2x4 KNEEWALL UP TO (2) 2x12 ENTRY W-3 (2) 2x12 HEADER UPPER PLATE BEAM 2 J 3 K (i.e. 10'_1 e" +/-) NOTE: EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP SW -3 NOTE: SW -3 POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP THIS OPEN PORCH CEILING REQUIRES A OR (1) MSTA24-Z. MINIMUM %" SHEATHING. FASTEN WITH 6d TYPICAL ALL POSTS - (U.O.N.) COM OR BOX NAILS AT 6"O.C. ON EDGES SEE DETAIL "F" ON SHEET SD -7 AND 12"O.C. IN THE FIELD. WALL LAYOUT WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 Ya" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 Y" - U.O.N. 3) THE FIRST FLOOR EXTERIOR SIDE AND REAR WALL FINISH IS "FLEXIBLE" (HARDIE-PANEL SIDING) THE FIRST FLOOR EXTERIOR FRONT WALL FINISH IS "FLEXIBLE" (LAP SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: SIDEWALLS SHALL BE HARDIE PANEL SIDING ATTACHED DIRECTLY TO THE EXTERIOR STUDS WITHOUT OSB SHEATHING. NAIL @ 6" O.C. IN THE FIELD AND ON EDGES w/ 6d GALV. COMMON. DOUBLE STUDS ARE REQUIRED AT PANEL JOINTS ALL WALLS LABELED AS "SW -6" OR "SW -3" SHEARWALLS WILL REQUIRE THE USE OF %6" RATED SHEATHING. HARDIE PANEL SIDING MAY BE APPLIED I OVER THE RATED SHEATHING AT THESE LOCATIONS 1. INSTALL L1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 17.2 psf ± Q CLARIFIED REAR WALL FRAMING AT PORCH SHEARWALL LEGEND: = NON-BEARING WALL E�_ = BEARING WALL SW -6 SHEARWALLS FASTENED WITH 8d COM (0.131"x 2'22") NAILS @ 6"O.C. ON EDGES AND 12"O.C. —SW -3 ON INTERMEDIATE SUPPORTS. I== = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2%") NAILS @ 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SBS SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. WOOD FRAMED HEADER LEGEND: 6ADE' E OF HR 2x_ HEADER J K QUANTITY- QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING.STUD AT EACH HEADER (U.O.N.) HULSBERG ENGINEEWNG, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com L FLORIDA C.A. NUMBER: 25846 1 tvAlt Uy . * �J � TE, PE OFFICE COP EPIC CUSTOM HOMES PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) JOB NUMBER: COUNTY: 18-1133 DUVAL SCALE: DO NOT SCALE THIS DRAWING RELEASE DATE: 08-21-18 DJM Di��jj JM C I TITLE: WALL LAYOUT SHEET: S-4 B3G w �M w s U) Lo M v CJ3 CJ3 aF 2x4 STUDS CONTINUOUS FROM U SILL PLATE TO 10' PLATE Cil w CJ1 2x4 KNEEWALL UP TO �� y✓ UPPER PLATE u (i.e. 10'-18„ +� ) ROOF TRUSS LAYOUT CJ4 TRUSS CONNECTOR SCHEDULE UL S B ERG HENGINEERING, TRUSS ID LEFT INTERMEDIATE RIGHT INC. PARCEL #4 DUTTON ISLAND — 11481 OLD ST. AUGUSTINE RD., SUITE # 202 _ JOB NUMBER: JACKSONVILLE, FL. 32258 ALL OTHER H2.5T H2.5T H2.5T - P: 904.886.2401 F: 904.260.4367 U www•HulsbergEngineedng.corn TRUSSES OROR OR SDWC 15600 SDWC 15600 SDWC 15600 r' FLORIDA C.A. NUMBER: 25846 0 ►�i�+� 0q,o NOTE: 08-21-18: cJ1 1) ALL TRUSS CONNECTORS ARE BASED ON a,,�° ,.RdG�°.-• UPLIFTS COMPUTED BY ENGINEER OF RECORD. J3 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS ' NO %�S2$ • SHALL BE DISREGARDED. - • 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM • • ' SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. SHEET: DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. - 9M3lEgl1� TTE, PE 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED - FL PE No. 78623 a coMMENTs: AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR - APPROVAL OF THE ENGINEER OF RECORD. 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. E OFFICE COPY CLIENT: EPIC CUSTOM HOMES PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) _ JOB NUMBER: COUNTY: 18-1133 DUVAL SCALE: Ys" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-21-18: REVISIONS DRAWN BY: DJM CHECKED BY: JJJ TITLE: ROOF TRUSS LAYOUT SHEET: S N ROD ADJACENT TO GIRDER N SD -5 �j SD- A17G QMH QL1LY0 = HTT5 AT SILL & SSP AT TOP PLATE TIE -DOWN LAYOUT HTT5 AT SILL & SSP AT TOP PLATE N SD -5 NOTE: EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 I 1. INSTALL (jj MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL %" MIN; 1" MAX I 11 1 1 i11 OPTIMAL 22%"° ANGLE \ 10° 0° DUBL 30° PLATE � II SDWC15600-�' \ i 3" (+AY") SCREW STUD—' SECTION- SDWC 15600 MAI1Tom; 1 9 LTA ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineeri'ng.com FLORIDA C.A. NUMBER: 25846 �g%'01IHyy H��®1bgq4r 'V" s � No 78623 10 # jhl PE FL No. 78623 i e a OFFICE COPY CLIENT: EPIC CUSTOM HOMES PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) r JOB NUMBER: COUNTY: 18-1133 DUVAL 3 SCALE: Y8 =1'-0" (U.O.N.) E 3 DO NOT SCALE THIS DRAWING m RELEASE DATE: 08-21-18 THREADED ROD LEGEND: • _ %" THREADED ROD FROM - FOUNDATION TO DOUBLE PLATE - (4" MINIMUM EMBEDMENT REQUIRED) `DRAWN BY: DJM Oa • _ %" THREADED ROD FROM CHECKED BY: JJJ FOUNDATION TO UPPER TITLE: FLOOR DOUBLE PLATE - TIE -DOWN LAYOUT (4" MINIMUM EMBEDMENT REQUIRED) - o = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE a SHEET: S-6 e BRICK VENEER WITH 1" AIRSPACE AND WALL TIES BRICK VENEER WITH 1"AIR (1) #5 CONTT TT �D �j� ('7 TIES . X LJ L D R D CONT. FLASHING; PROVIDE WEEP HOLES SPACE AND WALL¢ 0 @ 33"O.C• CONT. FLASHING; PROVIDE SILL PLATE FILL JOINT WITH ELASTOMERIC SILL PLATE ENGINEERING, INC. SILL PLATE GROUT AIR SPACE BELOW FLASHING x JOINT FILLER N 11481 OLD ST. AUGUSTINE RD., SUITE # 202 WEEP HOLES @ 33-O.C. CONCRETE SLAB z HEIGHT OF CURB VARIES 8 JACKSONVILLE, FL. 32258 0 CONCRETE SLAB SILL GROUT AIR SPACE BELOW 6" MIN. MAX.) ( - P: 904.886.2401 F: 904.260.4367 N FLASHING _�_ ao www.HulsbergEngineedng.com PLATE GSD CQONCRETE SLABCONCRETE SLAB E �+F yIpAk!A1 R: 2846CONT. GRAD 8" CMU STEMWALL WITH p C 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. `+ ' H (1) #4 @ 48" z \\�\\\\ /\\i\� a ° 5 �GEM� AND IN EACH CORNER. q o \// ° \///\ AND IN EACH CORNER.\%j%/� . • ° jj/j 3 �� o z \/ • , . \/i�/ FILL CELL SOLID AT EACH #4 REBAR. \ /// //\i/ // \ \/�� '�\/i * No %$823 a dr FILL CELL SOLID AT EACH #4 REBAR. � � a, \\/ a° � / \ \ \ \\ \� � HOOK REBAR 12" INTO UPPER COURSE HOOK REBAR 12" INTO SLAB AND 6" INTO \/�\//\\/ //i ��/j�ij/ OFBLOCKS AND 6" INTO FOOTING. FOOTING. 5 / //�\, ` 6" 1'-0" ONE STORY - 2 #5 CONT. 2 ; ; 1'-4" TWO STORY - (2) #5 CONT. _ �. e° o 1'-8" ONE STORY - 2 #5 CONT. V-5 V-8" ONE STORY - 2 #5 CONT. V-8" TWO STORY - (3) #5 CONT. ONE STORY - 3 #5 CONT. ) £ :�'��` .' .4.°'�, 9' 8" TWO STORY - S 1'-9" TWO STORY - (3) #5 CONT. (3) #5 CONT. a �,� � i�iAl �,°°° SECTION -STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT - JESSE J. JANNETTE, PE ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE' IF STEMWALL HEIGHT EXCEEDS 48 CONTACT - FL PE No. 78623 ENGINEER FOR ADDITIONAL REQUIREMENTS. COMMENTS: a I I I CONCRETE SLAB SILL PLATE- I CONCRETE SLAB `" >ILL -i I z PLATE CONCRETE SLAB \\\x\/��/\\% oo GRAD ///�//�</�//\//\//\//\/ I I I E GRAD �'-- \//\ \\j/�j/\\/j\\//� I CONCRETE SLAB CONT. j- GRADE \\/\ \ \/\/\/\/ GRADE a ° ° ° / s\// \\\\ /\�j\ \ \\\/\\j r o• CMU STEMWALL WITH (1) #4 @ 48"O.C. \//\//\/ ° , / \i\/\ 1 #5 CONT. EACH CORNER. \/\\ O ?'e\\�\\i` \ \ \\ ADD 8" x 16" CMU TO INSIDE OF CELL SOLID A7 EACH #4 REBAR. �% // /i q \/\ \\j\\j\\ i,/ .// // / \//\�/�\ /\\/�\\// STEMWALL AT POST LOCATION- �,\\ HOOK REBAR 12" INTO SLAB AND 6" INTO .\!�/\\/\\ \\/\\/ / /i// FOOTING. //%/%.//�� / // // // /j // / WITH (1) #4 VERTICAL IN EACH 1'-0" ONE STORY (2) #5 CONT. \\\� /\\\ ��%/ OFFICE j� ONE STORY 2 #5 CONT. REINFORCEMENT (AS NOTED) 1'-8" v TWO STORY - (3) #5 CONT. 1' 4" TWO STORY - (2) #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) _ P, B SECTION -STEMWALL SECTION -MONOLITHIC E SECTION -PAD FOOTING AT PORCH STEMWALL SECTION SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ON - PAD FOOTING AT THICKENED EDGE ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE. IF STEMWALL HEIGHT EXCEEDS 48 CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. - BRICK VENEER WITH 1"AIR SPACE * AND WALL TIES *ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) CONT. FLASHING; PROVIDE WEEP HOLES CLIENT: � EPIC CUSTOM. HOMES @ 33"O.C. BRICK VENEER WITH 1"AIRSPACE a _ STHD14 STRAP NAILED TO El GROUT AIRSPACE BELOW FLASHING AND WALL TIES PA51 STRAP NAILED TO GARAGE GARAGE DOOR POST. - 1 #5 CONT. ¢ z DOOR POST. BEND STRAP INTO EMBED STRAP INTO FOOTING PROJECT: SILL PLATE O CONT. FLASHING; PROVIDE WEEP " o FOOTING AS SHOWN. AS SHOWN. PARCEL #4 DUTTON ISLAND v O.C. o a HOLES @ 33 Z — FILL JOINT WITH ELASTOMERIC "' 6" MIN. EJ GROUT AIR SPACE BELOW FLASHING DUDLEY STREET (1688-A) JOINT FILLER z ¢ F r JOB NUMBER: COUNTY: SdLL HEIGHT OF CURB VARIES (8"MAX.) �' cn T Q PLATE _ W SCALE: ntIVAl CONCRETE SLAB - ~ Z GRAD \\//\\/% CONCRETE SLAB GRI+D ❑ z _ #4 WITH 6" HOOK INTO FOOTING V5 _ a" = 1' 0" (U.O.N.) \ \ \\j\\ _ � — �r AND BENT 12" MINIMUM INTO Q E THICKENED EDGE. DO NOT SCALE THIS DRAWING 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. o o "-' RELEASE DATE: / ° , AND IN EACH CORNER. xi v,�\,:; °� - y V//vA/i GRADE 08-21-18 REVISIONS: \\ • a * \\/�� FILL CELL SOLID AT EACH #i4 REBAR. � HOOK REBAR 12" INTO UPPER COURSE \fi ��\�\ \ \ \\ II /"GRADE OF BLOCKS AND 6" INTO FOOTING. 5- \�\\ \\ \\i/✓ \�\/� a 8 \\/ - - _ /\ ONE STORY - 'Al#5 CONT.=DRAWN BY: 1'-8" ONE STORYCONT. 1' 9" TWO STORY - (3) #5 CONT.\//!\//\\/\/\�//\�/\/\�//\\//\�/\//'\ / NOTE:\\/i\/%\//�//\\i�\i/\\//\\//\\//\\//\\//\�/j�//\\ CHECKED BY: DJM 1' 8" TWO STORY (3) #5 CONT. 6" N11fV://�/%/%/. �\ \\ \� .\!�\i\l JJJ REINFORCEMENT IS NOT REQUIRES' TITLE: TO PASS THROUGH SLOTS IN STRAP. _ FOUNDATION DETAILS SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION STEMWALL - SHEET 1 of 2 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ) DETAIL - STHD14 INSTALLATION MONOLITHIC ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT d SHEET: ENGINEER FOR ADDITIONAL REQUIREMENTS. o[1 D- A ® i I ; SI SHOWER AREA SHOWER AREA `> MONOLITHIC FOOTING C (2) MSTAM36-Z STRAPS UL S B ERG 1 NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. 8" CMU STEMWALL WITH (13)10d COM NAILS 11481 OLD ST. AUGUSTINE RD., SUITE # 202 3" MAXIMUM OVERHANG J - JACKSONVILLE, FL. 32258 FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION - P: 904.886.2401 F: 904.260.4367 PLAN VIEW PLAN VIEW CONCRETE SLAB WALL WITH ((8 ,/a" x 2Y" CONCRETE '�"HulsbergEngineering.com SCREWS INl MASONRY OR25846 x 1 %"CONCRETE SCREWS INTO CONCRETE. ao'a`i G�`GE�S ��••lo CONCRETE SCREWS SHALL BE 2 e �/ • F %► • 1 #4 CONT. \\/\\\\�\' `� ' •. 6" MIN. O GRADE ,\ \ \,\(1) #5 CONT. POWERS "TAPPER" WITH PERMA-SEAL 3 e !�0 78623 \\/\\/\ \\/> FINISH OR EQUAL. HEIGHT OF CURB VARIES FINISH 8" CMU STEMWALL WITH (1) #4 @ SILL � SILL 1 #4 CONT. / // // /i � a � � • = O \\ \\ \\48"O.C. AND IN EACH CORNER. STRAP SHALL BE COVERED WITH PLATE CONCRETE SLAB d PLATE //\�/j. HEIGHT OF CURB VARIES (8" MAX.) o i \j�\,. FILL CELL SOLID AT EACH #4 �!\\/ = SIDING OR STUCCO a • : TATE OF z 6" MIN. \/ • * \\/\`/ REBAR. HOOK REBAR 16" INTO \�� • •° \\\\�\�aD CONCRETE SLAB \° j�\ \\�/�\j��i \// PORCH SLAB AND 6"INTO \ ��i/�\j,\\j,\ THIS DETAIL MAY SUBSTITUTED FOR 3 ••Gi �`�oV��` FOOTING. \/ / �6 GRAD 6\' \\' EITHER THE PA51 STRAP (STEMWALL) �� NA�-�►w�� X-1' 8" (2) #5 CONT. OR ��8"CMU STEMWALL WITH (1) #4 @ 48"O.C. o z ��\�\\/ /i\\/i� THE STHD14 STRAP (MONOLITHIC). - JESSE J. JANNETTE, PE a"\j, AND IN EACH CORNER. !/�//�///j�//� ( ) °\\j\\j a ° . •-< ,\\,j FL PE No. 78623 \ \ \\ FILL CELL SOLID AT EACH #4 REBAR. / �° // a COMMENTS: HOOK REBAR 12" INTO SLAB AND 6" INTO '%\��\�/��/ %/�\//��% L SECTION -PORCH STEMWALL R DETAIL - EMBEDDED STRAP ALTERNATE T FOOTING. ' //�//�/ /!%/� SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 6 ^Ila 1'-0" 1-01, ENGINEER FOR ADDITIONAL REQUIREMENTS, 1'-8" ONE STORY - (2) #5 CONT. ONE STORY - 2 #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. ' 1'-8" TWO STORY - (3) #5 CONT• NOTE: 3 SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER AS Sooty AS THE NOT TO BE DAMAGEDD DDURI E G HAS HARDENED ENOUGH URING THE CUTTING PROCESS. r SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT CONCRETE SLAB (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) ENGINEER FOR ADDITIONAL REQUIREMENTS. ;oco / /i / FILL CUT WITH \ \/�i\ 1" DEEP x/ WIDE SAW ELASTOMERIC CUT AT DENOTED COP p SILL CONCRETE SLAB GRAD Ci /\\ \ \\ - OFFICE V o 1 PLATE CONCRETE SLAB � 8" CMU � CONT. .FILLER LOCATIONS. \\j\\j\\j\ 8" CMU STEMWALL WITH (1) #4 @ \j\�48"O.C. AND IN EACH CORNER. a \�\��\h •� ��' �:/%\�/%/ _ _ �'"a_ o"\%, \j\jj� FILL CELL SOLID ATEACH #4 ` e RA A ,�//, \\ " \j/ REBAR. HOOK REBAR 16" INTO a° / i�/i�/i�/ �y • °i v;,\\f` �, s PORCH SLAB AND 6" INTO FOOTING. 1'.4" ONE STORY - 2 #5 CONT. 1'-0" (1) #5 CONT. 1'-8" (2) #5 CONT. CONCRETE SLAB 1'-8" TWO STORY - (3) #5 CONT. H SECTION -INTERIOR BEARING K SECTION -THICKENED EDGE M SECTION -PORCH STEMWALL WITH BRICK T SECTION -TYPICAL SAW -CUT CONTROL JOINT CLIENT,EPIC CUSTOM HOMES SD -2 SD -2 SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) I I \ m JOB NUMBER: COUNTY: CURB HEIGHT VARIES SILL PLACONCRETE SLAB TE oT \ v;; \\� . 1'-4" I ONE STORY - (2) #5 CONT 1'-8" TWO STORY - (3) #5 CONT SECTION BEARING STEPDOWN SD -2 BEARING POST (AS NOTED) CONCRETE SLAB NOTED) I REINFORCEMENT (AS NOTED) P SECTION - INTERIOR BEARING PAD FOOTING SD -2 CONCRETE SLAB EIGHT VARIES TREATED POST 3 SCALE: %" = V-0" (U.O.N.) PAVERS BY OTHERS ABU_ POST BASE WITH o DO NOT SCALE THIS DRAWING $' GALV. ANCHOR EMBEDDED z RELEASE DATE: 12" (SET -XP ADHESIVE) 08-21-18 8" TALL, 12 SQUARE GROUTED CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD m DRAWN BY. DJM 2 FOOTING WITH (2) #5 EACH WAY CHECKED BY: JJJ Q SECTION - NON-BEARING STEPDOWN DETAIL - PAD FOOTING AT PAVERS SD -2 SD -2 FOUNDATION DETAILS SHEET 2 of 2 SID -2- ULSBERG ROOF COVERING (BY OTHERS) HENGWEERING, INC. r— ROOF TRUSSES - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DOUBLE PLATE CORNICE DETAIL JACKSONVI- P: 904.886. 401 FE 904.260 4367 (BY OTHERS) NUT WITH 2 www.HulsbergEngineering.com " x 2"x,!," WASHER m FLORIDA C.A. NUMBER: 25846 ALTERNATE: SIMPSON LBPSY2 SLOTTED E WASHER WITH 1" WASHER. �,��•� c 1 JA X" 0 THREADED ROD 9 I'Iys=�� Air X16" OR'%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF J �` • �'� SIMPSON %"0 x 6" TITEN HD OR'SIMPSON X-0 x 6 X" TITEN HD ROD COUPLER iz' RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF�Q S • 3 2x_ No.2 SPF OR No. 2 SYP — / '%2" RATED SHEATHING, EXPOSURE I - METAL ROOF • g" THREADED ROD SET IN ADHESIVE OR g" THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH (2) 0.131"x 34" FASTEN WITH 0.113" x 2 %" RING SHANK a * • WITH MINIMUM 4" EMBEDMENT MINIMUM 4" EMBEDMENT WITH NUT & 1" ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6-O.C. ON EDGES AND INTERMEDIATE SUPPORTS. WITH NUT & 1" WASHER WASHER OF GYPSUM BOARD y O 3 . • � e •, CONNECTOR AT EACH TRUSS �i� �s . ORI �•G\��`�� (SEE TRUSS CONNECTION SCHEDULE) (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) �w r °•, C DETAIL -ANCHOR BOLT DE 'AIL -THREADED ROD ASSEMBLY - 1ETE , PE SD -3 GYPSUM BOARD - FL PE No. 78623 COMMENTS: Y16" RATED SHEATHING, EXPOSURE 1. FASTEN WITH 0.131" x 2Y" NAILS @ 6"O.C. ON EDGES AND 12"O.C: ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 3 NUT WITH 1 CUT WASHER ROOF COVERING (BY OTHERS) 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM ROOF TRUSSES BOARD WITH 0.131"x 3)/4" NAILS @ 6"O.C. CORNICE DETAIL \ - (BY OTHERS) 2Y32" RATED STURD-I-FLOOR (T&G) SHEATHING / GLUED AND NAILED. FASTEN WITH 0.131" x 2X" RINGVa SHANK @ 6-O.C. ON EDGES AND 12"O.C. IN THE FIELD. § I FLOOR JOIST (I -JOIST SHOWN, SAWN / JOIST SIMILAR - SEE SECTION "C" ON / SD -4 FOR OPEN WEB TRUSS) 16" OR'%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 'y2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF 2x_ No.2 SPF OR No. 2 SYP —� _ / '%z' RATED SHEATHING, EXPOSURE I - METAL ROOF GYPSUM BOARD SUBFASCIA WITH (2) 0.131"x 34" FASTEN WITH 0.113" x 2 %" RING SHANK RIM BOARD ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. YPSUM BOARD NAIL JOIST TO PLATE WITH (2) 0.13Vx 3Ya" TOENAILS 7� CONNECTOR AT EACH TRUSS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) - ;SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH �[2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 0.131"x 34" NAILS @ 8"O.C. a CLIENT: APPLY SHEATHINAPPLY SHEATHING HORIZONTALLY FOR STUCCO EPIC CUSTOM HOMES G HORIZONTALLY FOR STUCCO GYPSUM BOARD APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 THREADED COUPLING AS REQUIRED RATED OR 15/ 32" RATED SHEATHING MAY BE I RATED OR 15/32" RATED SHEATHING MAYBE GYPSUM BOARD m PROJECT: 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) PARCEL #4 DUTTON ISLAND INSTALLED VERTICALLY. INSTALLED VERTICALLY. 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) 0 %6" RATED SHEATH ! DUDLEY STREET 168 - ING EXPO 8 A SURE I. -ASTEN WITH 0.131" x 2Yz" NAILS @ 6"O.C. ON /— Vis" RATED SHEATHING, EXPOSURE 1. JOB NUMBER: COUNTY: SILL PLATES ON EXTERIOR WALLS DGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. FASTEN WITH 0.131" x 2Y" NAILS @ 6"O.C. ON a - NOTE: ;U.O.N.) (BLOCK ALL EDGES) NOTE: EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. 3 SCALE: SILL PLATES ON EXTERIOR WALLS (U.O.N.) (BLOCK ALL EDGES SHALL BE ANCHORED BY THREADED �� THREADED ROD ASSEMBLY AT SHALL BE ANCHORED BY THREADED ) o - 1 -� (U.O.N.) RODS SUPPLEMENTED BY ADDITIONAL VOTED SPACING (SEE DETAIL "C" RODS SUPPLEMENTED BY ADDITIONAL DO NOT SCALE THIS DRAWING ANCHOR BOLTS AS REQUIRED TO THREADED ROD ASSEMBLY AT q RELEASE DATE: MAINTAIN MAXIMUM 48"O.C. SPACING THIS SHEET) ANCHOR BOLTS AS REQUIRED TO NOTED SPACING (SEE DETAIL "C" y 08 21-18 (U.O.N.) MAINTAIN MAXIMUM 48"O.C. SPACING THIS SHEET) a REVISIONS: 2x TREATED SYP #2 SILL PLATE WITH ANCHORS (U.O.N.) INSET WALLYz" FOR STUCCO .SEE DETAIL "C" THIS SHEET) APPLICATINSET WALLY2" FOR STUCCO 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS APPLICATIONS (SEE DETAIL "C" THIS SHEET) DRAWN BY: IONS 15 DJM CHECKED BY: SEE FOUNDATION DETAILS w' SEE FOUNDATION DETAILS JJJ TITLE: B SECTION - TYPICAL EXTERIOR TWO STORY WALL - FRAMING DETAILS A SECTION - TYPICAL EXTERIOR ONE STORY WALL - SHEET 1 of 3 SD -3 SD -3 m SHEET: SD -3 .,,--SILL PLATE (BELOW) 2xCORNER FRAMING FULL �T ��TE-1T L_ K HENGfNEEMG, HEIGHT STUDS (TYPICAL) INC. 2x_ SPF 92 SOLE PLATE (U.O.N.) NAIL TO BAND ( 2) ROWS OF 0.131 "x 3 �" m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 BOARD WITH 0.131"x 34' NAILS @ 6"O.C. N ILS @ 12"O.C. STAGGERED (TYPICAL) w P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineeri'ng.com FLORIDA C.A. NUMBER: 25846 E Xz_ BAND BOARD 2x6 OR 2x8 FRAMED WALLm E ��l,,� SILL PLATE (BELOW) ��.•`y5�•.• �. ��G NS+F OPEN WEB TRUSSm 2X4 2x4 CORNER FRAMING FULL HEIGHT STUDS No T8623 MINIMUM OF (3) 2X4 BLOCKS 12" LONG NAILED SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH (4) 0.131"x 3/a" NAILS TO EACH ADJACENT STUD S OF EDGE NAILING REQUIREMENTS OF UPPER WALL ALTERNATE: INSTALL SOLID STUD IN THIS $ , 3 �. • P,' �/ ,•` o �e��` TOENAIL TRUSS TO PLATE WITH T ENAIL0.131"x RU SPACE a ��, . R.� • NAILS _ 2x4 CORNER FRAMING FULL HEIGHT STUD DOUBLE PLATE (U.O.N.) (2) ROWS OF 0.131"x 3%" JE PE 2x4 FRAMED WALL NILS @ 12°o.C. FL PE No. 78623 COMMENTS: SECTION - TYPICAL OPEN WEB FLOOR TRUSS E F SD -4 J SECTION - TYPICAL FRAMING AT 90° CORNERS SD -4 3 SD -4 NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3/a" NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR € (SEE CONNECTION SCHEDULE) --- , NOT REQUIRED m ADD 2x4 VERTICAL SCAB IN EACH C = TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR (AS NOTED)(3) 0.131"x 3Ya" NAILS TYPICAL AT -- EACH TRUSS DOUBLE PLATE 2x4 SPF BLOCKING- NAIL WITH (2) 2x4 X -BRACE ACROSS LENGTH OF DOUBLE PLATE s 0.131"x 3Ya" NAILS AT EACH END (END NAIL OR TOENAIL) / SHEARWALL 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C.zo 2 NAIL SCAB TO PLATE WITH (3) T 0.131"x 3/a" TOENAILS TRUSS (AS NOTED) CONCRETE 10d CVUT NAIL THREADED ROD ASSEMBLY OR QUICK -TIE AT NOTED SPACING @ 24"O.C. OR ''a"x 3 "' TAPCON SCREW @ 32"O.C. W TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP #2 2x TREATED SYP #2 NAIL PORCH SHEATHING AS NOTED TOENAILED TO DOUBLE PLATE WITH 0.131"x 3/a" NAILS @ 4"O.C. SILL PLATE SILL PLATE _ °II EXTERIOR FRAMED WALL , DOUBLE PLATE . a / \ \ d_ �` _ _ Ortmi6cm MINIMUM %s" RATED SHEATHING, UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR - - EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT (BLOCK ALL EDGES) m CLIENT: SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION INTERIOR SHEARWALL PERPENDICULAR TO TRUSS H EPIC CUSTOM HOMES D G - METAL CONNECTOR OR METAL CONNECTOR BLOCKING REQUIRED (AS NOTED) - sD-a SD-4SECTION ONLY APPLIES WHEN REFERENCED m PROJECT: s PARCEL #4 DUTTON ISLAND (AS NOTED) SIMPSON SDWC 15600 SCREW @ 32"O.C. -U.O.N. NAIL EACH END OF BLOCKING TO L DUDLEY STREET (1688-A) i JOB NUMBER: COUNTY: DOUBLE PLATE DOUBLE PLATE TRUSS (AS NOTED) BOTTOM CHORDS WITH (3) 0.131"x 3'/a"7 18-11331 QUYAL SCALE: INSTALL 2x4 BLOCKING BETWEEN 2x SPF #2 STUDS @ 16"O.C. %" = 1'-0° (U.O.N.) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SHEATHING (AS NOTED) E 0.131 "x 3 X" NAILS @ 6"O.C• ON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING RELEASE DATE: m 08-21-18 7// BOTTOM CHORD OF TRUSS ----NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 2x SPF #2 STUDS 16"O.C. @ 32" @ @ 32"O.C. -U.O.N. ANCHOR BOLTS AT NOTED 2x TREATED SYP #2a REVISIONS22: 0.131"04' NAILS SPACING (48" O.C. MAXIMUM) SILL PLATE NAIL PORCH SHEATHING AS NOTED 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED DOUBLE PLATE SILL PLATE qPACING (32" O7 MAXIMUM) 7. DRAWN BY: EXTERIOR FRAMED WALL 7 MINIMUM /s" RATED SHEATHING, 7.C. �I �� u u DJM a CHECKED BY: EXPOSURE I FASTEN AS NOTED — — — . - JJJ - ON WALL LAYOUT (BLOCK ALL EDGES) SHEARWALL UPLIFT (ROOF) -SCREWS =TITLE: = FRAMING DETAILS E SECTION - EXTERIOR WALL PARALLEL TO TRUSS H SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS ri<SECTION - INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL - SHEET 2 of 3 sD-a sD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED sD-a m SHEET: o SD -4 (TYPICAL DOUBLE PLATE SPLICE) JOINT IN LOWER PLATE 48" MINIMUM SPLICE LENGTH JOINT MINIMUM NAILING OF IN UPPER PLATE TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) / NAIL EACH PLY OF KING AND JACK STUDS TOGETHER 6"O.C. STAGGERED 2 2x_ SYP #2 DOUBLE ( ) PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" UL S B ERG 8" MAX. THREADED (16) 0.131"x 3" NAILS IN THIS ZONE. ; ON AS ROD ASSEMBLY CENTERED SPLICE IN PLATE OR THREADED ROD EMBLY WITHIN 12" ON EACH SIDE OF (TYPICALITH ) TYPICAL 3Ya" NAILS TYPICAL STUD TO I I DOUBLE PLATE JACK STUD AND KING CONNECTION I NAILS @ 8"O.C. STAGGERED STUD TO PLATE NAILING * V ENGINEERING, INC. a 11481 OLD ST. AUGUSTINE RD., SUITE # 202 6" MAX. JOINT. 6" MAX. STUD REQUIREMENTS ( I TYPICAL FRAMING AT CHANGE IN STUD SIZE END NAIL TOENAIL d JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 (SEE WALL LAYOUT 2x4 (2) (3) www.HulsbergEngineering.com PLATE HEIGHT MSTA36 STRAP2x6 (3) (4) E FLORIDA C.A. NUMBER: 25846 9 1. CENTERED ON THREADED ROD ASSEMBLY WITHIN I I PLATE H CHANGEN 2x8 (4) (5) € w��,,,',11,J /"�,I�I"/,'p�O�� ^ 6" OF SPLICE IN LOWER PLATE I ' 2x10 (5) (6) ��Jr '. 1 �j�'% ALTERNATE: IF ROD IS GREATER I 2X4 BLOCKING BETWEEN 3 P /�� 'v�GENsF •� `V THAN 6" FROM SPLICE - ADD NAIL EACH PLATE TO JACK STUD \ / STUDS TOENAIL * ALL NAILS NOTED ARE 0.131"x 3Ya" H ' SSP AT SPLICE. WITH 3 0.131"x 3Ya" NAILS -TOENAIL O REN AIL OR ENDNAIL EACH END . • No 78623 • 2 (TYPICAL) TO ADJACENT 7M STUD WITH (3) 0.131"x 34" i " NAILS -fl ? - w 2x_ SPF #2 STUDS HEADER TO KING NAILING �,•• @ 16"O.C. (U.O.N.) 2x6 NAILS a a R 1� �� II (SEE WALL LAYOUT) (3) PER PLY DOUBLE SILL REQUIRED WHERE OPENING 2x8 (4) NAILS PER PLY a PE WIDTH EXCEEDS 61" U.O.N.) ,' - o. 78623 THREADED ROD2X10 (5) NAILS PER PLY a coMMENTS: ASSEMBLY AT II NOTED SPACING 2x12r (6) NAILS PER PLY m Ij _ —JOINT IN SILL PLATE 2x TREATED SYP SILL PLATE 9Y" OR 91' LVL (5) NAILS PER PLY € II II 11 11 I u u II II II 11 II II 11 II II 11 11 II u U u U II II II 1 II II u II II II I(` II II 1 11 11 II II II II 11 u u II II II II 11 a u u \ u u o u 11 %" OR 11'" LVL a � E THREADED ROD ASSEMBLY 4" MIN.; (BEYOND) 12" MAX. ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE (SEE DETAIL "C" ON SHEET SD -3) CONNECTION (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY - BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) "C" 16" LVL (8) NAILS PER PLY - (SEE DETAIL ON SHEET SD -3) NAIL EACH PLY WITH 0.131"x 3Ya" L DETAIL - TYPICAL WALL FRAMING CONDITIONS NAILS @ 6"O.C. STAGGERED - OFFICE COPY SD -5 12" MAX. ' a 4►r INSTALL MSTA24 STRAP INSTALL DSP CLIP @32"O.C. LOOPED OVER DOUBLE MAXIMUM SPACING (U.O.N.) PLATE. NAIL TO CRIPPLE ON - EACH SIDE WITH (6) CLIENT: / DOUBLE PLATE .131" x 1 Y" NAILS. W EPIC CUSTOM HOMES m JACKS AND KING STUDS STRAP CRIPPLE PROJECT: s PARCEL #4 DUTTON ISLAND (AS NOTED) \'--HEADER (AS NOTED) TO HEADER WITH 18 STRAP --_2x a DUDLEY STREET (1688-A) BLOCKING (TYPICAL) r JOB NUMBER: COUNTY: 3)0.131"x34' TOENAILSATEA�HEND THREADED --------------_- --------------------- ==n===n-==TI===TI=-= = 18-1133 DUVAL 6 SCALE: TYPICAL) AIL EACH SILL PLY TO KING STUD ROD ASSEMBLY __ n--- -= _= 1-== 1==—Tr== THREADED q 1 _ - 1'-0° (U.O.N.) WITH (3) 0.131"x 3Ya" NAILS TOENAIL I I ROD ASSEMBLY1. g DO NOT SCALE THIS DRAWING OR ENDNAIL (TYPICAL) NOTE: I I I I I I I I I NOTE: m RELEASE DATE: BEVEL BLOCKING AS REQUIRE FOR MINIMUM 1 THREADED ROD ASSEMBLY ri THREADED ROD ASSEMBLY 08-21-18 REVISIONS: Yz" NAIL PENETRATION INTO MAN FRAMING NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE MEMBERS. (TYPICAL) DOOR OPENINGSU.O.N. ( ) DOOR OPENINGS (U.O.N.) (2) 2x_ SILLu SHEATHING MAY CANTILEVER OP TO 2" u J �� ANCHOR AS REQUIRED ° li = DRAWN BY: DJM MAXIMUM PAST SUPPORTS. ALL WINDOW ANCHOR AS REQUIRED CHECKED BY: 1JJ ATTACHMENTS MUST BE ANCHORED INTO 2x FLUSH HEADER CONDITION DROPPED HEADER CONDITION = TITLE: MEMBERS. - FRAMING DETAILS M DETAIL -TYPICAL ARCH TOP OPENINGN DETAIL- DOUBLE PLATE STRAPPING OVER WIDE OPENINGS - sHEET s of 3 SD -5 a SHEET: o [1 SID -5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ® c END VERTICAL BRACING REQUIRE BENTS BRITTLE FINISH FLEXIBLE FINISH BRACING 16"O.C. 24"O.C. 16110.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" T0126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" TO 201" NOTE: BRITTLE FINISHES ARE STUCCO OIR ADHERED VENEER FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK VENEER, ETC. —RATED ROOF SHEATHING —2x—L-BRACE NAILED TO VERTICAL WEB WITH 0.131"x 3" NAILS @ 6"O.C. —VERTICAL WEB IN GABLE END TRUSS I —2x_ LOOKOUTS AT 48"O.C. SPACING A� DETAIL - TYPICAL VERTICAL BRACING AT GABLE SD -6 2x4 SYP BLOCKING BETWEEN LOOKOUTS EXTERIOR SHEATHING SHALL BE NAILED TO BOTTOM CHORD OF TRUSS WITH 0.131"x 2112" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) D SD -6 H2.5A AT EACH LOOKOUT 2x4 LOOKOUTS @ 48"0'C. FOR OVERHANG ROOF SHEIkTHING (AS NOTED) BALLOON (AS NOTE SINGLE P BOTTOM I NAILS @ E STUDS TE NAIL TO TRUSS ORDWITH 0.131" x 3 ).C. DETAIL - BALLOON FRAMED GABLE END (LOW CEILING)/AULT INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH LV) .5A AT EA(:H LOOKOUT 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG ROOF SHEATHING (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS BALLOON FRAMED STUDS (AS NOTED) DOUBLE PLATE INTERIOR VAJLT XTERIOR SHEATHING SHALL BE NAILED TO UPPER PLY OF DOUBLE PLATE WITH ):131"x MY NAILS @ 6"O.C. U.O.N. ON W�,AULT) LL LAYOUT) DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING INTERIOR CEILING PITCH EXCEEDS % OF EXTERIOR ROOF PITCH E SD -6 SHEATHING I I ROOF TRUSS (BY OTHERS) WITH j BRACE (IF REQUIRED) I ITO REPLACE (1) ROW OF LATERAL BRACING I I I INSTALL 2x4 No.2 SYP T -BRACE NAILED TO I II i, EACH PLY OF TRUSS WEB AT 6"O.C. WITH < I I 0.131" x 3" NAILS TO REPLACE (2) ROWS OF I I LATERALBRACING INSTALL 2x6 No.2 SYP I I T- BRACE NAILED TO EACH PLY OF TRUSS -- I ------ --- WEB WITH 0.131" x 3" NAILS @ 6"O.C. I ' I = NOTE: T -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. B SECTION - TYPICAL T -BRACE SD -6 NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3Y4" NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH / (3) 0.131"x 3%4" NAILS EACH END ROOF SHEATHING (AS NOTED) GBC CLIP- (2) REQUIRED AT EACH BRACE TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"04' NAILS @ 8"O.C. —2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES SECTION - GABLE END DIAGONAL BRACING sD-6 THREADED ROD NOT SHOWN FOR CLARITY LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING (3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE WEBS WITH (2) NAILS 2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF I CONTINUOUS LATERAL BRACING) NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS CONTINUOUS LATERAL BRACE (QUANTITY AND LOCATION DEFINED BY TRUSS SHOP - > DRAWING.) NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS ; ROOF TRUSSES (BY OTHERS) _ (3) TRUSSES I IMUM NOTES: FOR CONTINU S LATERAL B CE 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) o I 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) K—c--� DETAIL - TYPICAL LATERAL TRUSS BRACING o SD -6 3 (3)) 0.1-31"x 3X4" TOENAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR SDWC 15450 OR AT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) 2x6 BRACE SPACED @ 48"O.C. UNLESS OTHERWISE NOTED ON ROOF LAYOUT. ADD 2x4 T -BRACE NAILED @ 6"O.C. WITH 0.131"x 2'/z" NAILS IF BRACE LENGTH EXCEEDS 9'-0". —�--LSTA12, LTP4, OR SDWC 15600 "SEE48"O.C. —SEE DETAIL "G" ON SD -6 WHERE THREADED RODS ARE SPECIFIED. GYPSUM BOARD CEILING NOTE: ALL MEMBERS SHALL BE #2 SYP. E NUT & 3"x 3"x/4" WASHER _ [Z--- (SEE THREADED ROD ASSEMBLY DETAILS.) 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITH Y SPACERS NAIL w/ (3 0.131"x 3" NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY 45 SECTION A -A r� 210A* AS NOTE 3LE END 'ABLE E 'HER 10RD) GABLE TE EMBLY ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 L FLORIDA C.A. NUMBER: 25846---1 IA GJ�,•�� 'EIV .�iX 0 78623 �� A �W O` ..n OR I.. OFFICE COPY CLIENT: EPIC CUSTOM HOMES PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) . JOB NUMBER:_ „—_I COUNTY:_ 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING o RELEASE DATE: 08-21-18 DRAWN BY: DJM H CHECKED BY: JJJ TITLE: TRUSS BRACING AND - GABLE DETAILS SD -6 INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT UL SB ERG NOTE: DOUBLE PLATE ENGINEERING, INC. ATTACH DOUBLE PLATE TO STUD PER � _= ii DETAIL "G" ON SD -7 I ALTERNATE: MSTA24 STRAP LOOPED OVER - 11481 OLD ST. AUGUSTINE RD., SUITE 4 202 UPPER LEVEL STUD \ EXTERIOR BEAM (AS NOTED) DOUBLE PLATE NAILED WITH (6) 10d x 1 YY NAILS _ JACKSONVILLE, FL. 32258 INTO EACH SIDE OF STUD P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com CS16 STRAP (CUT TO LENGTH) FROM UPPER DOUBLE PLATE UPPER LEVEL STUD - FLORIDA c.A MBER: 25846 STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). E NAIL INTO UPPER STUD WITH (11) 10d AND NAIL NOTCH BEAM AS REQUIRED TO STUCS1D STRAP (CUT BE LENGTH) FROM UPPER o `�irY�� . JAld FIT BENEATH DOUBLE PLATE STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). t� s INTO BEAM WITH (11) 10d NAILS. a �? of NAIL INTO UPPER STUD WITH (11) 10d AND NAIL a s^aa ��<`GEIV `aa %N '-0 BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEAM BEARS ON (2) 2x_ JACKS / 1 INTO HEADER WITH (11) 10d NAILS. 3 BEGIN NAILING 1" MINIMUM BELOW TOP OF (TYPICAL - U.O.N.) / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATEa' * o 78623 * ? BEAM CONDITION: 1 NAILING NOT REQUIRED BETWEEN UPPER SILL BEAM (AS NOTED) (NOTCHED BEAM) PLATE AND LOWER DOUBLE PLATE. ` ' � a s- cu zZ FLOOR SYSTEM (AS NOTED) A DETAIL - UPPER LEVEL STUD OVER BEAM BEGIN NAILING 1" MINIMUM BELOW DOUBLE N SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED PLATE _ - JESSE:', PE I� NAIL SHEATHING TO DOUBLE PLATE WITH DOUBLE PLATE � COMMENTS: FL PE No. 78623 MONOLITHIC FOUNDATION - EXTERIOR (2) ROWS OF 0.131"x 2%" NAILS @ 6"0.C• �- LOWER LEVEL HEADER (AS NOTED) NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. - %" x 6" TITEN HD SCREW ANCHOR or %" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. INSTALL DSP CLIPS @ 24" O.C. OR or Y8" THREADED ROD SET 4Y2" INTO ADHESIVE SPH_@32"o.c. _ G DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW _q EXTERIOR BEAM (AS NOTED) € STEMWALL FOUNDATION -EXTERIOR SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Y THREADED ROD SET 7" INTO ADHESIVE DOUBLE PLATE BEAM INSTALLED BENEATH DOUBLE PLATE 3 OFFICE COP CLIENT: EPIC CUSTOM HOMES PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) JOB NUMBER: COUNTY: 18-1133 DUVAL 3 SCALE: V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: - 08-21-18 REVISIONS: DRAWN BY: DJM CHECKED BY: JJJ TITLE: METAL CONNECTOR - DETAILS SD -7 (USP PHD6 SIMILAR) SD -7T SHEET: SD -7 INTERIOR APPLICATIONS- BEAM BEARS ON (2) 2x_ JACKS Metal Connector Fastening Schedule IF EDGE DISTANCE EXCEEDS 5" (TYPICAL - U.O.N.) Fasteners Anchorage (U.O.N. USE MONOLITHIC CONDITION CONDITION: 2 MPA1 17244.23 (12) 0.131" x 1'h" (DROPPED BEAM) ABU44 - Z DETAIL - TYPICAL DTT2-Z INSTALLATION�� DETAIL - EXTERIOR BEAM TO WALL CONNECTION (12) 0.16T' x 2f" or (12) 0.162" x 3Y" SD -7 (USP DTB-TZ SIMILAR) SD -7 10860.4 PAU66 - TZ MONOLITHIC FOUNDATION - EXTERIOR (12) 0,162" x 21/:" or (12) 0.162'x 3%" 5/9'w/ 7' embed CS 16 %" x 12" TITEN HD SCREW ANCHOR RS150 17244.27 (11) 0.148"x 3" in each end - (22) total or Y8" THREADED ROD SET 7" INTO ADHESIVE r ALTERNATE ANCHOR: I 10456.1 RSPT6-2 17244.29 - _ Yz" x 6" TITEN HD rVa DTT2Z GBC STEMWALL FOUNDATION - EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) 17219.1 N/A (8)'/." x 1%' SDS (5} 0.131" x 11/." into gable brace (7) 0.131" x 2'h" into double plate Y8' THREADED ROD SET 12" INTO ADHESIVE (AS NOTED) WITH 2" x%" WASHER 10456.3 nla: use RT7 17236.11 H6 CLIP FROM n/a H2.5T INTERIOR APPLICATIONS- POST TO BEAM 17236.11 (5) 0.131" x 1'h" in each end - (10) total IF EDGE DISTANCE EXCEEDS 5" USE LAP BEAM PLIES AND 10456.3 R73A %" x 12" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) We H6 or Y8" x 8" TITEN HD SCREW ANCHOR 0.131"x 3%" NAILS PER PLY 17244.17 ,J or Y8" THREADED ROD SET 6" INTO ADHESIVE - 10446.8 RTBA 17236.11 PT POST (AS NOTED) HDQ8 DETAIL - TYPICAL HTT5 INSTALLATION 17219.6 (20)'/." x 3" SDS 7/8"w/ 12" embed HDU5 H6 CLIP FROM POST 1 TO BEAM I PHD5 SD -7 (USP PHD5 SIMILAR) (14)1/." x 2'/:" SDS 5187w/ T embed (mono) & 12" embed (stem) PT POST (AS NOTED) EXTERIOR BEAMABU POST BASE 10441.4 PHD6 17219.4 MNOLITHIC FOUNDATION - EXTERIOR (AS NOTED) (AS NOTED) HETA16 14473.3 a THREADED ROD SET 15" INTO ADHESIVE PLAN VIEW AT TOP OF POST 8"THREADEDROD !r(T' (10) 0.148" x 1%" - 4" embed WITH NUT SET IN HNY20/24/30 17244.8 STEMWALL FOUNDATION - EXTERIOR ADHESIVE HTSM16/20 11473.12 %" THREADED ROD SET 15" INTO ADHESIVE EMBEDMENT) (8) 0.148"x 3" into wood (4)1/." x 2'/." Titen into CMU (4)1/." x 1'/s" Titen into concrete n/a HTT4 11496.6 HTl"4 17324.2 INTERIOR APPLICATIONS \ ° a 11 ° 4 j HTT5 11496.6 IF EDGE DISTANCE EXCEEDS 5" USE a a 11 j (26) 0.162'x 21/F 5/8"w/ 7' embed (mono) & 12" embed (stem) THREADED ROD SET 8" INTO ADHESIVE j i u MP4F 17244.24 (12)0.131"x1%" n/a LSTA18 10852.6 LSTA18 SIDE VIEW AT BASE OF POST (7) 0.148!'x 3" in each end - (14) total �o DETAIL - TYPICAL HDU8 INSTALLATION �� DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST LTW12 3 OFFICE COP CLIENT: EPIC CUSTOM HOMES PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) JOB NUMBER: COUNTY: 18-1133 DUVAL 3 SCALE: V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: - 08-21-18 REVISIONS: DRAWN BY: DJM CHECKED BY: JJJ TITLE: METAL CONNECTOR - DETAILS SD -7 (USP PHD6 SIMILAR) SD -7T SHEET: SD -7 Metal Connector Fastening Schedule Simpson ID FL # MITEK/USP ID FL # Fasteners Anchorage (U.O.N. A35 10446.1 MPA1 17244.23 (12) 0.131" x 1'h" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.16T' x 2f" or (12) 0.162" x 3Y" 5/8" wl T embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0,162" x 21/:" or (12) 0.162'x 3%" 5/9'w/ 7' embed CS 16 10852.2 RS150 17244.27 (11) 0.148"x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8)0.148"x 1% into studs (6) 0.148" x 1%" into double plate rVa DTT2Z GBC 10441.1 10861.3 DTB-TZ HC520 17219.1 N/A (8)'/." x 1%' SDS (5} 0.131" x 11/." into gable brace (7) 0.131" x 2'h" into double plate %" w/ 4'h" embed (mono) & 7' embed (stem) n/a HZ5A 10456.3 nla: use RT7 17236.11 (5) 0.131" x 2'/:" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1'h" in each end - (10) total n/a H3 10456.3 R73A 17236.11 (4) 0.131" x 2%" in each end - (8) total We H6 10456.3 LFTA6 17244.17 (8) 0.131" x T/:" in each end - (16) total n/a H8 10446.8 RTBA 17236.11 (5) 0.148" x 1%" in each end - (10) total n/a HDQ8 10441.3 Na: use UPHD8 17219.6 (20)'/." x 3" SDS 7/8"w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)1/." x 2'/:" SDS 5187w/ T embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20)1/." x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) 0.148" x 1%" - 4" embed 7- 10456.6 HNY20/24/30 17244.8 (10) 0.148'x 3" in each end - (20) total Ma HTSM16/20 11473.12 HTWMI6/20 6223.2 (8) 0.148"x 3" into wood (4)1/." x 2'/." Titen into CMU (4)1/." x 1'/s" Titen into concrete n/a HTT4 11496.6 HTl"4 17324.2 (18) 0.162" x 21/F 5/8" wl T embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) 0.162'x 21/F 5/8"w/ 7' embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12)0.131"x1%" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.148!'x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0.148" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.148" x Tin each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148"x 3" into wood (5) %." x 21/." Titen into CMU (5) 1/.' x 1'/." Titen into concrete n/a MSTA3 110852.9 MSTA30 17244.18 (11) 0.148"x 3' in each end - (22) total n/a MST 336 10852.9 MSTA3 117244.18 (13) 0.148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.148" x 3" into wood (8) 1/." x 2%" Titen into CMU (8)'/." x 11." Titen into concrete ry MTS12/20 10456.8 MTW12/20 17244.8 (7) 0.148" x 3" in each end - (14) total Na MTSM16120 11473.12 HTWM16l20 6223.2 (7) 0.148" x 3" into wood (4)'/." x 2%" Titen into CMU (4) %l x 14/." Titen into concrete We PA51 13326.4 TA51 NIA (14) 0.162" x 2%d' or (14) 0.162" x 3h" 4" embed SPH416 10456.12 SPTH4/6 17244.32 (12) 0.148" x 1%" n/a SSP 10446.1 RSPT6 17244.29 (4) 0.148" x 1'/:" into studs (3) 0.146'x 1'/." into double plate n/a S 1HD14 13326.7 STAD14 17230.3 (30) 0.148" x 31/." 14" embed Notes. L) All connectors manufactured by Simpson Strong -Tie or MITEKNSP (IJ.O.N.) 2.) Mono = monolithic concrete; stem - masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedment depths 3 OFFICE COP CLIENT: EPIC CUSTOM HOMES PROJECT: PARCEL #4 DUTTON ISLAND DUDLEY STREET (1688-A) JOB NUMBER: COUNTY: 18-1133 DUVAL 3 SCALE: V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: - 08-21-18 REVISIONS: DRAWN BY: DJM CHECKED BY: JJJ TITLE: METAL CONNECTOR - DETAILS SD -7 (USP PHD6 SIMILAR) SD -7T SHEET: SD -7 — — CD w -f O Cal -N w N W N O m�TICn-vDz0Cn r -j ;u --ADzr O00>>0-_INmm DOOOC�=�<5D�om i 0 0 p o m z n p D 0 D z zm�m�MOZ-00CmG7 O�OpiT MM--j0m�O0 mzo-1000- x0to000 mcD D -� D r K =lWmx(rn�n00*W Z CnX m�DnXp-np�Dm p2Dp-�D-jMX DN> <—rS0Xm-10 Ck)03 p m=�"mzo�3'�=10�m j m-> ��Oc�z(Z � c 0 0 O z D m z K -n>;p��Zzn�zpcm ��0D��0-D-1ZoDn� D r�� O 0� m Q o m m o mzppp�';� C-=-I-mm-11O��Z�DCn r z z Z n n -v m T n 0 N O m w 0 x m m C p 0 2z u 4 T x m z w 0> G7 --I O (n � Z XCA* O�Z ZC�>DrnC/) ��-n:p00 Z = mpoo zT �z�.po >C/)0n 10 Dm�m -u—X _-0 m'<0m r°mmp- r� DC�O� y�� *o nzm °r°mmuo �0 U)mmZ m=i>T -n -J ZX�� r0 0 0� Q O r--100 D��z �0 0r-1_�2C7 -n ozmM mpn-0cmn nm Cn Z'U Co -� -r7 = 0 -n z oz Z N �� mpn 0m m � w 90 0 r 0 D o D m< r 0 Cn m m O p � z O m m 00 -nNm C31�c� m ---I C7 D -m-1 z m omo r Cn -pD = C7 -1 0 0 p Z � m c- n o � Cp n � � m —i G) p r G)C W D G 0 -n D O (7 0 D r � m r- X X Q° D m --j ;z U z o p 0c.� D 0 m 0 ;;� m z Cn z -n 0 D 0 X F CX) m > N (p Cn z D G) o m z � n D r m r p 0 -n O 0 z w mcpw n � N O� z Cn z m cn m -i 0 r p z G) O N co O WDW--,T:-omo 9rcooc�oom orFT<OxFnzxw znumm=-I�y'G� �oZZ 0U(m-<mmcorou m m5z2>mmimr> cG) Z�r�moo� rn�-®O�zC -a�z G)K �Xozxm ow 1KHO 10Z D�yoo ADO r<c�'Toro®D om-iT>T n�- --r-ID_r D-n0oO=Zo-� r-<7 Tm�)zC n 0 z D n 0 N 0 m X D r r m z 0 z D z 0 0 0 ��z VJ ^z I r C 0 m 0 D D rr 00 00 � m Cn Z 2 (n O 2 D = r D r o C7 9: 0-0 r 5 00 � n Cn Cn C7 n 0c) a) 0 CA) IV .i 1�N<O MW --4N« 1,o�ocnCDZM �Oprnivmm � Q N C/) Z7 -n N C� -4 Z Z Cn -XpwF cn�Xp�� fJ n o m o -D-I G) c" X o -n c) --I -1 II m � -I C) m � ? O u XIf 0 < p n X n 0 Q Dmm pc�iv�Z r'A 4:h. -Dtm n p -� -� m m Cn , p -� _ � � I Cn Cn < m � Cn rn z p`o p� Z Z 0- �vtnzN-►m --q --q oma 0)� cn D rn �� ?NSD mZ� •- �zU) 0 >O N m(o? m U) m? CD _m momp �pm� Cn D m -I -nmzm0 =n XC:m 00 m —I m ry —i m --I X m X m m m _ m m m z D y O0o000loo Q O�� Ci 1C C2:Q�cnD z< OW >:q -n z 0 z 2 -1 -I -1 -4 Ir m n -{ X m 0 0 -i "CD � i z -1 -x111,2 m CO CO CO Z XmTZQo cC/)m m 0 6 m D zC0000 G) 5 -iz Co D�xCm0 C) C) <� r. Z7 Cn�ib ;� � � m O -u MZ 00 = o ��mmCcn Oz xr=c r Z > W im Z .. cn �` 00-=- mOOm-< z _z G) 0 1 D m C7 D D r(A Oo O �D�mOm< OmooZc/, > w W N z � m C D m oaiomm� �C)sooW 0 0� m� O m —� "' N O r- m o� m m o o�Cm cNo Z w Coo m X SEE PERMITS FOR ADDITICiNAL V C/)Cn�WCD(n N a' Co0) m � REQUIREMENTS AND CONDITIONS ooKM>X, n m � D REVIEWED BY: DATE:_ w m o C� tV C IV W 2 _0 n -n0 TI > X> m0 n z m mw OG)C N W Ul in < M m 0 cn �_ 0 D z r r � Oo m 0 z 0 0 r 0 C: r - m C m 0 0 r _r nz �.1 J C31 C CY)_z U) _n Foli 0 n r D 0 C �() 0O C) -I 0 0 0 O C) D 0 (1) p D r m m D y p C_ N C: X X r G) D 1 z 0 z 0 C) o N W o cn �` OFFICE COPY O m 0 1 D Oo O > 0 N z m C> —� "' N REVIEWED FOR CODE COMPLIANCE o CITY OF ATLANTIC BEACH cNo w rw w Coo r SEE PERMITS FOR ADDITICiNAL V C/)Cn�WCD(n N a' Co0) m � REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE:_ CD Cn m COVER SHEET mCD � o C(D O m z pi3 1 di: --v 3 a rce Atlantic Beach, U N 0 m z G) I C? Zo HARDIEBOARD LAP SIDING (TYP.) FRONT ELEVATION "B" LE: 1/4" = 1' 0 " 4'-2'�_ 1 "X4" HARDIE TRIM (TYP.) ffF0 HARDIEB( LAP SIDIN (TYP.) SCALE: 114" = 1'-0" HARD I EBOARD LEFT SIDE ELEVATION 1"X4" HARDIE TRIM (TYP.)I�(TYP.) SCALE.- 1/4" = I "-O" ATTIC VENTILATION ATTIC SPACE 2297 divided by 300 TOTAL VENTILATION SQ. FT. 7.66 divided by 2 SQ.FT. OF VENTILATION TO SOFFITS 3.8 SQ.FT. OF VENTILATION TO RIDGE VENTS 4.0 (size and location of ridge vents to be verified on site.) REAR ELEVATION 1"X4" HARDIE TRIM (TYP.)L---� SCALE: 114 1'-0" CONTRACTOR TO VERIFY ALL DIMENSIONS AND OPTIONS INCLUDED 10INUAVyiTyDeve, Pp�o ppv"1VT vpr.., . xj HARDIEBOARD (TYP.) 0 0 11-1 0000 OFFICE COPY oDoo SQUARE SQUARE FOOT RE TABLE m DESIGNER ASSUMES NO LIABILITY o00 FOR ANY BUILDING/ROOM ADDITION ATTIC VENTILATION ATTIC SPACE 2297 divided by 300 TOTAL VENTILATION SQ. FT. 7.66 divided by 2 SQ.FT. OF VENTILATION TO SOFFITS 3.8 SQ.FT. OF VENTILATION TO RIDGE VENTS 4.0 (size and location of ridge vents to be verified on site.) REAR ELEVATION 1"X4" HARDIE TRIM (TYP.)L---� SCALE: 114 1'-0" CONTRACTOR TO VERIFY ALL DIMENSIONS AND OPTIONS INCLUDED 10INUAVyiTyDeve, Pp�o ppv"1VT vpr.., . xj HARDIEBOARD (TYP.) R4 OFFICE COPY 2-25-2020 SQUARE SQUARE FOOT RE TABLE m DESIGNER ASSUMES NO LIABILITY FOR ANY BUILDING/ROOM ADDITION CONDITIONED SPACE I 1688 S.F. CONSTRUCTED FROM THESE PLANS. GARAGE 436 S.F. IT IS THE RESPONSIBILITY OF THE 00 PURCHASER/BUILDER OR CONTRACTOR TOTAL ENCLOSED 2124 S.F. TO VERIFY ALL DIMENSIONS PRIOR COVERED PATIO 'A 132 S.F. TO PROCEEDING WITH CONSTRUCTION. COVERED ENTRY 41 S.F. BUILDER/CONTRACTOR MUST' VERIFY ALL COMPLIANCE WITH ALL LOCAL TOTAL ROOF 2-297 S.F. R4 4-0 U) 0)z L.L. 0 (D < > go w m I 00 UJ CID (.0 r 10/2016 REVISION: SCALE 1/4"=1'-0" 8111mubt 3 OF 4 C m C- 00 C- 4-0 U) 0)z L.L. 0 (D < > go w m I 00 UJ CID (.0 r 10/2016 REVISION: SCALE 1/4"=1'-0" 8111mubt 3 OF 4 RP�� OG1 UNDERLAYMENT PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING MTL EAVE DRIP TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A4" WIDT OF ASPHALT PLASTIC ROOF / CEMENT NON -CORRODING / PLACE SHINGLES 3/8" MTL EAVE DRIP /. / OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE I FIRST COURSE 11-1/2" to 12-1/2' 11-.1/2" to 12-1/2" " to 1-1/ 1" to 1-1/2' O O SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS N r N 26 GA, GALVANIZED 2 1/2" METAL DRIP EDGE (NOT TO SCALE) 2 3/4" 3 -TAB SHINGLES UL CLASS A FIRE RATING: ASTM D 3018, TYPE I UL WIND RESISTANCE: ASTM D 3161, TYPE I THE WALL E "KING TOWARDS (MODIFIED TO 11OMPH) �� 4 - 11 or 12 GAUGE NAILS FASTENING: TO OVERLAP TO THE FACEOF THE 1 1/4" LONG INSTALL w 3/8" DIA. HEAD VALLEY FLASHING 26 GA GALVANIZED Z" FLASHING OVER lX TRIM IF DOOR IS 18" WIDE FLASHING ROOF FLASHING FLASHING DETAILS and SHINGLE INFORMATION 12 SEE FIBERGLASS SHINGLES ON 15# FELT ELEV. OVER 7/16" O.S.B. W/ 1/2" CLIPS A2X6 FASCIA 26 GA. GALVANIZED 2 1/2" METAL DRIP 'E'DGE VINYL SOFFIT C WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER COUNTER - FLASHING LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT z UP WALL 7" MIN. z ^ 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF LID N DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING ROOF CEMENT WALL FLASHING DETAIL - LAP SIDING N.T.S. VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" FAST CENTER LINE OF VALLEY. SEE MANUF WRI17EN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT_ OVER 7/16" OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN - 1I PLASTIC ROOF CEMENT OR -- SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER SHINGLES AT BASE 7/16" OSB OVER PRE-ENGTRUSSES FINISH LAP BARRIER OVER NAILING FLANGE VINYL DRIPANEEP SCREED 5"x5" METAL FLASHING KICK -OUT I 6•/Lp FLASHING (SEE I A J DETAIL) ^ �� EXTEND KICK -OUT 2" BEYOND FASCIA Xyl c / FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALB KOUT FLASHING AT OM OF ROOF & WALLRSECTIONS WATER TIGHT WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. _ - --- - NOTES: i 1. INSTALL IN STRICTACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. R703.8 FLA5HINV: APPROVED CORROSION -RESISTANT FLASHING SHALL 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER BE APPLIED SHINGLE -FASHION IN SUCH A MANOR TO MASONRY CONSTRUCTION WITH FRAME OR STUCCC PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNC PENETRATION OF WATER TO THE BUILDING STUCCO COPINGS. STRUCTURAL FRAMING COMPONENTS. THE FLASHING 2. UNDER AND AT THE ENDS OF MASONRY, WOOD Of SHALL EXTEND TO THE SURFACE OF THE EXTERIOR METAL COPINGS AND SILLS. WALL FINISH. APPROVED ANTI -CORROSION RESISTANT 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD FLASHING SHALL BE INSTALLED AT ALL OF THE TRIM. FOLLOWING LOCATIONS: 4. WHEREEXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5. AT ALL WALL AND ROOF INTERSECTIONS. 6. AT BUILT IN GUTTERS. 26 GA, GALVANIZED 5 X 5 ANGLE FLASHING (NOT TO SCALE) 00 N N 3/8" or 5/8" 32 GA. GALVANIZED "Z" FLASHING 26 GA. GALVANIZED f "Z" FLASHING _ (WHERE EXTERIOR BUILDING PANELS JOIN HORIZONTALY) B 26 GA. GALVANIZED 5 X 5 ANGLE FLASHING (WHERE CHIMNEYS AND WALLS MEET ROOF) PRE-ENGINEERED TRUSSES @ 24" O.C. R-30 INSULATION 1/2" CEILING BOARD or 5/8" SHEETROCK DOUBLE 2x TOP PLATE W/ APPROV. HURRICANE ANCHOR AT ENDS OF EACH TRUSS WINDOW INSTALLATION (METHOD A-1) VE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. ING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. (d)IN WATER .P,A�T�I ESI STARTING ATTHE BASE S USE (1) TPP4/6 TOP THE WALL E "KING TOWARDS NOTE: TYPICAL STRAPPING �� THE TOP, INSTALL THE WRB SF,CTION A TO OVERLAP TO THE FACEOF THE TOP AND BOTTOM INSTALL SHEATH,NG. THROUGH WINDOW JAMB ANCHOR BOLTS MAY Z" FLASHING OVER lX TRIM IF DOOR IS BE LOCATED AT NOT COVERED WITH APPLY BEAD OF SEALANT OVERHANG OR PORCH STUDS, PLATE MUST EXTERIOR FINISH BEHIND MOUNTING A ABOVE ROU PAN HEAD SCREWS TO FLANGE. Q 7/16" O.S.B. FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT HEADER X•BRACING 11 APPROVED 8" A.B. @ 32" O.C. ®APPLY JAMB FLASHING ENING H APPLY A NOM._=— LATERAL BRACE @48" O.C. HOUSE WRAP HOUSE WRAP A. TO THE BACKSIDE TERIOR) OF THE WINDOW - - ANGE, IN LINE WITH ANY FOAM(/ AT HEAD P E -PUNCHED HOLES OR SLOTS. FLASHING FLASHING �� DOWN TO DOOR FRAME REPEAT THESE INSULATION ®REMOVE PF-WOUSLY APPLIED SEALANT BEAD BETWEEN ©.: �.' H F [LA S4 TING FLASHING AND MOUNTING OF WRB SEAL WITH WATERPROOF TAPE STEPS ON SIDE DOOR FRAME FLAT OVERHEAD FLASHING. 1X WOOD TRIM OF DOOR PER DOOR MANUF. SIDES (JAMBS) OF WINDOW. EXTEND CAULK DIAG�NAL DIAGRAM. CUT - SEE WEATHER STRIPPING SHIM AP., ADJUST WINDOW TO ACHIEVE SQUARE, PER DOOR MANUF._ DOOR STOP PER DOOR MANUF. WEATHER STRIPPING PER DOOR MANUF. 0 HOLD 1/4" OFF CONCRETE THRESHOLD AND 0 0 CAULK UNDER THRESHOLD WEATHER STRIPPING TWFAIH'- STAN`[ ITNON-HARDENING PER DOOR MANUF. SLAB SWI G DOOR WATERPROOF CAULK ATA 45 C ANGLE, CAREFULLY CUT THE �1 STE' DOWN TO ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF IF BARRIER UP AND TAPE THE OUTSIDE SURFACE DOOR FLASHING TYPICAL DOOR FLASHING WINDOW INSTALLATION (METHOD A-1) VE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. ING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. (d)IN WATER .P,A�T�I ESI STARTING ATTHE BASE S USE (1) TPP4/6 TOP THE WALL E "KING TOWARDS NOTE: TYPICAL STRAPPING �� THE TOP, INSTALL THE WRB SF,CTION A TO OVERLAP TO THE FACEOF THE TOP AND BOTTOM R-131NSULATION SHEATH,NG. THROUGH WINDOW JAMB ANCHOR BOLTS MAY APPLY SIL_ FLASHING BE LOCATED AT 214" SCAB CONT. TOP TO APPLY BEAD OF SEALANT ..-- SEALANT BEAD STUDS, PLATE MUST AT BACK dF WiNOCW FLANGE & SET ONDOW USING BEHIND MOUNTING A ABOVE ROU PAN HEAD SCREWS TO FLANGE. Q ANCHOR BOLTS MUST FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT OPENING AT AD. X•BRACING SIDE JAMES, EXTEND 8 J4� S AL THE WINDOW FRAME TO 8" A.B. @ 32" O.C. ®APPLY JAMB FLASHING ENING H APPLY A NOM._=— LATERAL BRACE @48" O.C. D APPLY BEAD OF SEALANT (I F A. TO THE BACKSIDE TERIOR) OF THE WINDOW - - ANGE, IN LINE WITH ANY JAMB FLASHNG AT HEAD P E -PUNCHED HOLES OR SLOTS. FLASHING FLASHING �� APPLY HEAD FLASHING UNDER THE LA MOUNTING FLANGE AND ®REMOVE PF-WOUSLY APPLIED SEALANT BEAD BETWEEN ©.: �.' H F [LA S4 TING FLASHING AND MOUNTING OF WRB TAPE, ALLCWNG NRB TO LAY APPLY CONT. SEAL TO THE MOUNTING FLANGE. BEAD OF SE - SEALANT TO THE FLAT OVERHEAD FLASHING. FLANGES AT THE TOP (HEAD) AND f APPLY NEW SHEATHING TAPEOVER SIDES (JAMBS) OF WINDOW. EXTEND DIAG�NAL DIAGRAM. CUT - SEE SEALANT AT JAMBS B Y2' ABOVE ®� SHIM AP., ADJUST WINDOW TO ACHIEVE SQUARE, THE R.O. AT HEAD. EMBED JAMBi FLASHING TO SEALANT AND PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTAPI r FASTENERS. FASTEN WINDOWS PER C I WINDOW MANUFACTURER SPECIFICATIONS. FASTEN IN PLACE. (FLASHING � FLASHING AT HEAD EXTENDS �1" BEYOND JAMB FLASHING. GOES OOVER SEALANT), SECURE WRE AT HEAD J�ll / FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 0`1 AD LASHING _EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT), EXTEND I; HE AB FL BEYOND MENFLASHING. STEN IN PLACE. I/ IN I L_�� V'�'' � TOP LEFT CORNER OF 'VIN W IIS SEALANT CU MOD", WEATHI LINE OF WINDC APPROVEI BARRIER OVER OVER WD Al CONTI NL SEALANT AT . OR APPL WINDOW NAILI LINE W i HO :MPORARILY SECURE ARRIER (OR UNDE WEATHERS AT JAMB iTALL LEVE JFACT FOLD WEATHER BARRIER DOWN & TAPE DIAGONAL INSTALL 4"WIDE'CUT&ACROSS HEAD OF SELF -ADHERING WINDOW MEMBRANE FLASHIN OVERNAILING FLANGE HEAD EXTEND SELF -ADHERING MIN." MEMBRANE FLASHING 1" MIN. BEYOND JAMB FLASHING 1 NOTE: J 1. VNNDOWINSTALLATION$ MIN 'I FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLA PION / CONTRACTORS RESPONSIBILITY TO VERIFY / THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT 8 SELF -ADHERING FLASHING / MATERIALS USED DURING I CONSTRUCTION, 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS, WARNING SEALANT/FLASHINGS MAY /211 REACT ADVERSELY IF NOT COMPATIBLE. INDOW FLASHING INSTALLATION DETAILS N.T.S. ` OPENING TO 5' WIDTH < USE (1) TPP4/6 TOP JAM ASHING EXTEND FL NOTE: TYPICAL STRAPPING �� J� STUD AND O.S.B. BEYO TO OVERLAP AP SILL TOP AND BOTTOM R-131NSULATION TPP4/6 AT 32" O.C. FLASHING. D ANCHOR BOLTS MAY SHEATHING BE LOCATED AT 214" SCAB CONT. TOP TO JAMB F45H�G 8 YI" BOTTOM CHORD @8'FROM STUDS, PLATE MUST GABLE BE CONT. BETWEEN ABOVE ROU BOLT AND KING STUD; . ANCHOR BOLTS MUST 342d NAILS TYPICAL AT/ OPENING AT AD. X•BRACING KING STUDS; 1/2" 0 X \"� 8" A.B. @ 32" O.C. TUCK TOP (TYP.) LATERAL BRACE @48" O.C. 9" 214" SCAB IF VERT. WEB IS JAMB FLASHNG NOT PRESENT -- O ` O �� SEALANT BEAD BETWEEN UNDER THE LA MOUNTING FLANGE AND II FLASHING. OF WRB APPLY A NOM. DIA. BEAD OF SE - SEALANT TO THE HEAD. SEEE ENLAP GRAM. BACKSIDE (INTERIOR) OF THE f �, MOUNTING FLANGE AROUND SILL FLASHING THE ENTIRE PERIMETER. SHIM AP., ADJUST WINDOW TO ACHIEVE SQUARE, ® I PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTAPI r FASTENERS. FASTEN WINDOWS PER C I WINDOW MANUFACTURER SPECIFICATIONS. II ( II I I FLASHING AT HEAD EXTENDS �1" BEYOND JAMB FLASHING. AB BEYOND II II TWFAIH'- STAN`[ FCO) J ATION AT BARK r SWI G DOOR MANUFACTURER WRITTEN INSTRUCTIONS ATA 45 C ANGLE, CAREFULLY CUT THE �1 BARRIER ON < IAGONAL. GENTLY RAISE THE ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF IF BARRIER UP AND TAPE THE TOP EDGE OF THE BARRIEF' UP AND TAPE THE TOP CORNERS ND TO THE EXTERIOR TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ASO WRB SURFACE ABOVE. NO W.R.B. REQUIRED @ C.M.U. EXTERIOR NOT= i� NO W.R.B. REQ_. �'ED ® C.M.U. EXTERIOR' SECURE WRE AT HEAD J�ll / FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 0`1 AD LASHING _EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT), EXTEND I; HE AB FL BEYOND MENFLASHING. STEN IN PLACE. I/ IN I L_�� V'�'' � TOP LEFT CORNER OF 'VIN W IIS SEALANT CU MOD", WEATHI LINE OF WINDC APPROVEI BARRIER OVER OVER WD Al CONTI NL SEALANT AT . OR APPL WINDOW NAILI LINE W i HO :MPORARILY SECURE ARRIER (OR UNDE WEATHERS AT JAMB iTALL LEVE JFACT FOLD WEATHER BARRIER DOWN & TAPE DIAGONAL INSTALL 4"WIDE'CUT&ACROSS HEAD OF SELF -ADHERING WINDOW MEMBRANE FLASHIN OVERNAILING FLANGE HEAD EXTEND SELF -ADHERING MIN." MEMBRANE FLASHING 1" MIN. BEYOND JAMB FLASHING 1 NOTE: J 1. VNNDOWINSTALLATION$ MIN 'I FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLA PION / CONTRACTORS RESPONSIBILITY TO VERIFY / THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT 8 SELF -ADHERING FLASHING / MATERIALS USED DURING I CONSTRUCTION, 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS, WARNING SEALANT/FLASHINGS MAY /211 REACT ADVERSELY IF NOT COMPATIBLE. INDOW FLASHING INSTALLATION DETAILS N.T.S. L L L TYPICAL HEADER STRAPPING SCALE : 1/2"= V-0" NOTE: ` OPENING TO 5' WIDTH < USE (1) TPP4/6 TOP BARRIER OVER NOTE: TYPICAL STRAPPING �� J� STUD AND O.S.B. BEYO WIDTH USE (2) TPP4/6 L L L TYPICAL HEADER STRAPPING SCALE : 1/2"= V-0" NOTE: ` OPENING TO 5' WIDTH < USE (1) TPP4/6 TOP BARRIER OVER `AND BOTTOM; ! OPENINGS 5' TO 7' STUD AND O.S.B. BEYO WIDTH USE (2) TPP4/6 AP SILL TOP AND BOTTOM R-131NSULATION TPP4/6 AT 32" O.C. 1"X4" BLOCKING @ 48" O.C. 2"X4" BRACE @ 8' CLTWCCY l:AGI' C Alin MOCT O.C. ANCHOR BOLTS MAY SHEATHING BE LOCATED AT 214" SCAB CONT. TOP TO EITHER SIDE OF KING BOTTOM CHORD @8'FROM STUDS, PLATE MUST GABLE BE CONT. BETWEEN 5/8" O X 10" LONG ANCHOR BOLTS BOLT AND KING STUD; . ANCHOR BOLTS MUST 342d NAILS TYPICAL AT/ BE WITHIN 12" OF X•BRACING KING STUDS; 1/2" 0 X \"� 8" A.B. @ 32" O.C. CONT.2"X4"X8'SYP. (TYP.) LATERAL BRACE @48" O.C. !I 214" SCAB IF VERT. WEB IS NOT PRESENT -- WINDOW INSTALLATION (METHOD B-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE S'E_CTIOti A - ` THROUGH WINDOW JAMB < FASCIA OOUBLETOPPLATE BARRIER OVER EXTEND B FLASHING SHI ! CONT. T14" SCAB FROM TOP TO STUD AND O.S.B. BEYO BOTTOM CHORD @ X -BRACING AP SILL IPROVIDEADDITIONAL 2'x4 -S@ R-131NSULATION VERTICAL IF HIGHER THAN 48" TO 1"X4" BLOCKING @ 48" O.C. 2"X4" BRACE @ 8' CLTWCCY l:AGI' C Alin MOCT O.C. FLASHING. EXTEND SHEATHING I� J I. PER BUILDING CODE - SEE STRUCTURAL 2"14" STUDS @ 16" O.C. JAMB FLASHING 8 )t" 2X P.T. SOLE PLATE H 5/8" O X 10" LONG ANCHOR BOLTS (220MM) ABOVE ROUGH . 9 0 N of(n A -2 X4 STUDS @ 16" O.G. \"� OR#2BT. SPF APPLY TAPE AT LA !I PLACEMENT _JI WRB -� --- FLASHING O ` O *'� SEALANT BEAD BETWEEN A ER 1;VSTA' ATION MOUNTING FLANGE AND SEAL ALL CORNERS OF FLASHING. MECHANICALLY JOINED APPLY A NOM. DIA. FRAMES TO SEAL FRAME BEAD OF SE - SEALANT TO THE SEAM JUNCTURE. BACKSIDE (INTERIOR) OF THE f UNTIL WRB IS APPLIED. MOUNTING FLANGE AROUND LEVEL &SQUARE PER THE ENTIRE PERIMETER. SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLACE BEAD IN LINE WITH ......... PLUMB, AND LEVEL CONDITION. USE CORROSION ANY PRE -PUNCHED HOLES OR SLOTS. FLASHING AT HEAD EXTENDS �1" BEYOND JAMB FLASHING. / 1 SECURE WRB ) @ HEAD ®- ©JAMBIFLI ` .. ... .. . ... ..... < FASCIA OOUBLETOPPLATE BARRIER OVER EXTEND B FLASHING SHI ! CONT. T14" SCAB FROM TOP TO STUD AND O.S.B. BEYO BOTTOM CHORD @ X -BRACING AP SILL IPROVIDEADDITIONAL 2'x4 -S@ R-131NSULATION VERTICAL IF HIGHER THAN 48" TO 1"X4" BLOCKING @ 48" O.C. 2"X4" BRACE @ 8' CLTWCCY l:AGI' C Alin MOCT O.C. FLASHING. EXTEND SHEATHING I� J I. PER BUILDING CODE - SEE STRUCTURAL 2"14" STUDS @ 16" O.C. JAMB FLASHING 8 )t" 2X P.T. SOLE PLATE H 5/8" O X 10" LONG ANCHOR BOLTS (220MM) ABOVE ROUGH SPACING AS REQUIRED —� 9 0 N of(n OPENING AT HEAD. -2 X4 STUDS @ 16" O.G. \"� OR#2BT. SPF APPLY TAPE AT !I PLACEMENT CORNERS TO O ` O *'� 2 45 RODS CONT. NOTE: IF I4" CONC. SLAB W/ TEMPORARILY HOLD 'i 2 -STORY USE 3 1 6 X6 10 X10 WWM EXTEND SL SEE i 11 OR FIBERMESH REINFORCED FLASHING IN PLA CE SILL FLASHING EXTEND 1 1/2" SHEET f UNTIL WRB IS APPLIED. TO EACH SIDE OF LEVEL &SQUARE PER DOOR. SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, T) ......... PLUMB, AND LEVEL CONDITION. USE CORROSION NE OF MAIN RESISTANT FASTENERS. FASTEN WINDOWS PER AB BEYOND WINDOW MANUFACTURER FASTENER SPECIFICATIONS. 16" MIN. $° FCO) J ATION AT SWI G DOOR MANUFACTURER WRITTEN INSTRUCTIONS -INTERNAL BEARING- <-SIS-ANT AR RBAI I ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE / TOP EDGE OF THE BARRIEF' UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. NO W.R.B. REQUIRED @ C.M.U. EXTERIOR O 'r_.AD FLAS A G. — APPLY A CONT SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING, FASTEN IN PLACE. A �I jN 1 ERIGR VIEW -OD Lt C 0RNE:R OF SEALANT IECHANICALL NED EDGE (Ci ,PLES) IF REQ IHING MANUF. INSTAL .F -ADHERING EMBRANE FU EXTEND FLA JAM] MEME VERNA EXT ASHIN, L FILE . ... APPROVED WEATHER .......... .... .. ... .. . ... ..... < FASCIA OOUBLETOPPLATE BARRIER OVER APPROVED HOUSE WRAP CONT. T14" SCAB FROM TOP TO STUD AND O.S.B. BEYO BOTTOM CHORD @ X -BRACING -STEPDOWN- IPROVIDEADDITIONAL 2'x4 -S@ R-131NSULATION VERTICAL IF HIGHER THAN 48" TO 1"X4" BLOCKING @ 48" O.C. 2"X4" BRACE @ 8' CLTWCCY l:AGI' C Alin MOCT O.C. FORM AN"L"SHAPE) SHEATHING I� J I. PER BUILDING CODE - SEE STRUCTURAL 2"14" STUDS @ 16" O.C. 2X P.T. SOLE PLATE H 5/8" O X 10" LONG ANCHOR BOLTS & 48" O.C. THROUGHOUT SPACING AS REQUIRED —� 0 N of(n FINISHED GRADE —� -2 X4 STUDS @ 16" O.G. I- I , N SEE STRUCTURAL OR#2BT. SPF SHEET FOR STEEL ROD COUPLING PLACEMENT O ` O INSTALL DOOR PLUMB, 2 45 RODS CONT. NOTE: IF I4" CONC. SLAB W/ 2 -STORY USE 3 1 6 X6 10 X10 WWM EXTEND SL SEE 11 OR FIBERMESH REINFORCED 1 1/IN AT DOORS STRUCTURAL EXTEND 1 1/2" SHEET TO EACH SIDE OF LEVEL &SQUARE PER DOOR. 9 • • LINE OF DOOR OPENING ......... .... NE OF MAIN AB BEYOND 16" MIN. $° FCO) J ATION AT SWI G DOOR MANUFACTURER WRITTEN INSTRUCTIONS -INTERNAL BEARING- ILLS MISCELLANEOUS FTG. DETAILS CUT WEATHER ...... BARRIER . . . FOLD WEATHER Il II I, BARRIER IN AN V ....... .. .. AROUND JAMBS , .I .. ... , ..... SET THRESHOLD IN [�� BED OF SEALANT APPLY SEALANT AT CORNERS & FRONT EDGE OF THRESHOLD STEP 1 STEP 2 STEP 3 NOTE: AT UNPROTECTED DOORS, BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. OR OTHER DECAY RESISTANT MATERIAL INSTALL VAIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" N. . \ 1. EXTEND SELF -ADHERING INSTALL 4" WIDE MEMBRANE FLASHING 1" MIN. j SELF -ADHERING MEMBRANE BEYOND JAMB FLASHING _ FLASHING OVERLAPPING DOOR FRAME 1/4 IIID ,. .... �` iI % .. SEE DOOR DETAILS FOR III FINISHITRIM DETAILS STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. - ENG. ROOF TRUSSES @ 24" O.C. FIBERGLASS SHINGLES 15# FELT ROOF SHEATHING R-30 INSULATION HURRICANE ANCHOR EA. MEMBER INSULATION BAFFLE 6" ALUMINUM EAVE DRIP) 1X2 P.T. FURRING STRIP ALUMINUM FASCIA 2X6 SUB -FASCIA 2"XVOUTRIGGER@48"O.C. BLOCKING REQUIRED BETWEEN OUTRIGGERS VINYL SOFFIT, VENTED SIMPSONA35 UTILITY CHANNEL HURRICANE CLIP H-25 OR EQUAL @ 48" O.C. 7116" STRUCTURAL ROOF 2"X4"BLOCKING @SHEATHING SHEATHING JOINT4'FROMGABLEEND 2"WRAFTERCONT. 1, 3 - #5 RODS CONT. SHINGLESTRIP < FASCIA OOUBLETOPPLATE WALL SHEATHING - SEE STRUCTURAL APPROVED HOUSE WRAP CONT. T14" SCAB FROM TOP TO STUD AND O.S.B. BEYO BOTTOM CHORD @ X -BRACING -STEPDOWN- IPROVIDEADDITIONAL 2'x4 -S@ R-131NSULATION VERTICAL IF HIGHER THAN 48" TO 1"X4" BLOCKING @ 48" O.C. 2"X4" BRACE @ 8' CLTWCCY l:AGI' C Alin MOCT O.C. FORM AN"L"SHAPE) TRUSS TYPICAL GABLE END (URACING) SCALE: IIT'. P-0" I TOP 0( — (2) - 2X TOP PLATE 1/2 "DRYWALL PER BLDG. CODE HOLD 1/2" OFF CONCRETE (WALLS & CEILINGS) Z J a O w LL W 4" CONC. SLAB W / 6X6 10/10 W.W.M. OR FIBERMESH ON WATERPROOF MEMBRANE it FIN.FLOOR I I LL� CLEAN, WELL COMPACTED, Z N TERMITE TREATED FILL FINISHED GRADE • 0 0 m REFER TO STRUCTURAL ENG. FOR FOOTER SIZING 12 1 z' • • DEEPEN EDGE - TYPICAL WALL SECTION SCALE: 3/4" = V-0" 3 - #5 RODS CONT. SHINGLESTRIP HARDIE LAP SIDING FASCIA OOUBLETOPPLATE WALL SHEATHING - SEE STRUCTURAL APPROVED HOUSE WRAP CONT. T14" SCAB FROM TOP TO STUD AND O.S.B. BEYO BOTTOM CHORD @ X -BRACING -STEPDOWN- IPROVIDEADDITIONAL 2'x4 -S@ R-131NSULATION VERTICAL IF HIGHER THAN 48" TO OFF CONCRETE FORM AN"L"SHAPE) WOOD STUDS- SIZE & SPACING I� J I. PER BUILDING CODE - SEE STRUCTURAL 2"14" STUDS @ 16" O.C. 2X P.T. SOLE PLATE H 5/8" O X 10" LONG ANCHOR BOLTS & 48" O.C. THROUGHOUT SPACING AS REQUIRED —� MONOLITHIC FTG. W / (2) 45 RODS CONT. N of(n FINISHED GRADE —� I TOP 0( — (2) - 2X TOP PLATE 1/2 "DRYWALL PER BLDG. CODE HOLD 1/2" OFF CONCRETE (WALLS & CEILINGS) Z J a O w LL W 4" CONC. SLAB W / 6X6 10/10 W.W.M. OR FIBERMESH ON WATERPROOF MEMBRANE it FIN.FLOOR I I LL� CLEAN, WELL COMPACTED, Z N TERMITE TREATED FILL FINISHED GRADE • 0 0 m REFER TO STRUCTURAL ENG. FOR FOOTER SIZING 12 1 z' • • DEEPEN EDGE - TYPICAL WALL SECTION SCALE: 3/4" = V-0" STUD AND D.S.B. BEYOND I HOLD O.S.B.�. OFF CONCRETE J ( 5„ Q J Lj LJ N SEE STRUCTURAL I SHEET FOR STEEL PLACEMENT O `l O EXTEND SLAB OUT SEE 2" AT DOORS STRUCTURAL SHEET LINE OF MAIN SLAB BEYOND FOUNDATION AT SLIDING GLASS DOOR SILLS REV. 11-4-2019 OFFICE COPY 11/2019 REVISION: SCALE 1/4 IV= 1 1-0.1 Sheet 1 OF 1 3 - #5 RODS CONT. (WHEN BEARING) o e e 16" MIN. STUD AND O.S.B. BEYO -STEPDOWN- HOLD O.S.B. 1/4" OFF CONCRETE %Z'OJ ALL -THREAD THREADED RODS I� J I. @ 6" ADJACENT TO EA. CORNER 12" @ EITHER SIDE OF WALL OPNGS.jI H & 48" O.C. THROUGHOUT w U i I N of(n -2 X4 STUDS @ 16" O.G. I- I , N SEE STRUCTURAL OR#2BT. SPF SHEET FOR STEEL ROD COUPLING PLACEMENT O ` O 2 45 RODS CONT. NOTE: IF I4" CONC. SLAB W/ 2 -STORY USE 3 1 6 X6 10 X10 WWM EXTEND SL SEE 11 OR FIBERMESH REINFORCED 1 1/IN AT DOORS STRUCTURAL EXTEND 1 1/2" SHEET TO EACH SIDE OF a DOOR. 9 • • NE OF MAIN AB BEYOND 16" MIN. $° FCO) J ATION AT SWI G DOOR -INTERNAL BEARING- ILLS MISCELLANEOUS FTG. DETAILS SCALE: 1/2" = V-0" STUD AND D.S.B. BEYOND I HOLD O.S.B.�. OFF CONCRETE J ( 5„ Q J Lj LJ N SEE STRUCTURAL I SHEET FOR STEEL PLACEMENT O `l O EXTEND SLAB OUT SEE 2" AT DOORS STRUCTURAL SHEET LINE OF MAIN SLAB BEYOND FOUNDATION AT SLIDING GLASS DOOR SILLS REV. 11-4-2019 OFFICE COPY 11/2019 REVISION: SCALE 1/4 IV= 1 1-0.1 Sheet 1 OF 1