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333 Plaza Permit #ACC18-0011 •j:=%'XI rev, � Y .�� S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC18-0011 Description: detached garage & paver driveway Estimated Value: 72300 Issue Date: 3/23/2018 Expiration Date: 9/19/2018 PROPERTY ADDRESS: Address: 333 PLAZA RE Number: 169999 0000 PROPERTY OWNER: Name: William Alfaro Address: 333 PLAZA ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: DEAN RUSSELL CUSTOM HOMES Address: 438 OSCEOLA AVE QA DEAN W RUSSELL JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. .1% City City of Atlantic Beach APPLICATION NUMBER J3 r I Building Department (To be assigned by the Building Department.) r 800 Seminole Road aC� l Atlantic Beach, Florida 32233-5445 �` I Phone (904) 247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: S S< City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 ,3 � + I4-+_� Department review required Yes No uldin Applicant: opal Uc.&S A Case f b(q Qi S unin & onin y ,p � ,t� a+ 11 Treedministrator Project: (�A-'W u''L u1nS�� 1 Publi Wor Public U Vag( �/ �v 1Z�a`I 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. Denied. ❑Not applicable (Circle one.) Comments: BUILDING ✓ PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:'; Date:��U—/� FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [—]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s CITY OF ATLANTIC BEACH r 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3' t-( ( � Revision to Issued Permit_ Corrections to Comments (Permit# A-cc 17_00 l Project Address Contractor/Contact Name Q-a f1 (>✓l�S S ` t6f'r' S Phone Email Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: aBui dinanning iZ6�nings Reviewed By Tree Adminis ubli� ors 3 Pu i tilities Public Safety Date Fire Services N, City City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r ` 800 Seminole Road a Atlantic Beach, Florida 32233-5445 r`Cc I I' CO` Phone (904)247-5826 • Fax(904) 247-5845 r E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 Department review required Yes No (Built Applicant: (� sS�� CuSfi�nn S PIannin & nin 1 d 1 Tr dministrator Project: �.Q ,Kid 8f fJ G{�l- MSAYO Pu - or Public U Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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. eqDenied. [-]Not applicable (Circle Comments: UILDING PLANNING &ZONING Reviewed by: Date: 21/2Z124ly TREE ADMIN. Second Review: LNApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed by: Date: 3 ZO �2a1 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COpPuilding Permit Application 'I� �---- ` t7pdatedYtfB/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 FEB 5 2018 ff Phone:(904)247-5826 Fax:(904)247-584500 !r' Job Address: 7 33 �,o�ZA + - Permit Number: Legal Description�/ /�; �4 Ck �� ►G l/) �1�_RE#/6�f_ Q�/ _ O,1A00 Valuation of Work(Replacement Cost)$ -7 GL's• Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Ye No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed:jD �.c l C G _ ,� � A f 1 1 4-4141 9+C%5 y tit Ve c a A/ -{- � I ( 'J e.,.3 ,p,4 t-�1�`Y^`�S Florida Product Approval# A C-eA Pc r for multiple products use product approval form Property Owner Information � Name: ep-z AI rA is 0 Address: 333 N;41AI ,1c- City State zip 17a", Phone o, Tib E-Mail L ; J . Owner or Agent(If Agent, Power of Attorney or rgency Letter Required) Contractor Information Name of Company;PlI-k,_4 !/f4t,//�`ys�nv�/T�t1A.*�Qualifying Agent:_Pd4,01111 Address mac. r.-_R .4A,O-- _ CitState t—:2- zip 3 7_25C? Office Phone Z&�/—3 33 S/' Job Site/Contact Number 2011t R - S'1�► Z. State Certification/Registration#C/�►� /?F��i02. E-Mailw,;ys e=; J2a�SSs�/I!_/Y>sfllyc � .ca-X-i Architect Name&Phone# i-11" G Engineer's Name&Phone# -#- F°O a -0311, 44 Workers Compensation ��y«c}� '7j,4 w e/ La Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. ( nature of O er or Agent) (Signature of Contractor) (including contractor) )T- Signed rSigned and sworn to(or affirmed)before me thisday of Si ned and sworn to(or affirmed)before me this I day of �/cn W 1 by k� �O D .�r,. t1.I i� by i n u f Si nature of N tary) ;; .i A MIL1bN '+ fit'° A MIUKIN [�rsonally Known OR . .- MY COMMISSION#FF 111009 Personally Known OR _•,: [ ]Produced Identification EXPIRES:May 3,2018 [ ]Produced Identification COMMISSION#FF 111009 '?„p�,J Bonded Thru Notary Public Underwriters �Rf hda,- ��EXPIRES:MaY 3,2018 Type of Identification: Type of Identification: ed rn,u rs s l�' CITY OF ATLANTIC BEACH # � 800 Seminole Road :> OFFICE COPY Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 31 J H ( 5 Revision to Issued Permit_ Corrections to Comments (Permit# Project Address 3 3 �A q-4--CA Contractor/Contact Name UA fl "S S tk� t6"-,�S Phone Email Description of Proposed Revision/Corrections: CPermitFee1Due$ t Lse o nS-�- -Vo C c�i1n nt S Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved X Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Bui in lanrnng &Zoning Reviewed By Tree Adminis ra or C15u—b or Pu i i ities V?29/2 01 er Public Safety Date Fire Services s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �J .r ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/22/2018 Permit #: ACC18-0011 Site Address: 333 PLAZA Review Status: RE#: 169999 0000 Applicant: DEAN RUSSELL CUSTOM HOMES Property Owner: William Alfaro Email: kim@deanrussellconstruction.com Email: ericalfaro00@gmail.com Phone: 9042413334 Phone: 9042397638 9043385262 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. roof coverings except shingles go through a plan review and are required to have 2 sets of installation instructions submitted for plan review. One copy to go on file and the other to be stamped JOB COPY for inspections. Please submit 2 copies for plan review. 2. Submit the Florida Product approval number the roofing underlayment to be used. 3. Both copies of the Product Approval Information Sheets needed to have the last page signed by the contractor. 4. 2 copies of a certified survey are needed. 5. From the design page, SI, Electrical Plan, one receptacle needed in front and rear of bu' ng. 2014 NEC, 10.52(E)(1). Resubmit Electrical Plan showing the corrections. 2 copies. Q2�c 3 •/cre-btY rr ry Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 1� E rA a i l e d/ Pev i v W torr•vron r+ 21 i Zf a� �'Y1 Resubmittal Notes: r All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/22/2018 Permit#: ACC18-0011 Site Address: 333 PLAZA Review Status: denied REM 169999 0000 Applicant: DEAN RUSSELL CUSTOM HOMES Property Owner: William Alfaro Email: kim@deanrussellconstruction.com Email: ericalfaro00@gmail.com Phone: 9042413334 Phone: 9042397638 9043385262 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: i. All roof coverings except shingles go through a plan review and are required to have 2 sets of installation instructions submitted for plan review. One copy to go on file and the other to be stamped JOB COPY for inspections. Please submit 2 copies for plan review. 2. Submit the Florida Product approval number the roofing underlayment to be 3. Both copies of the Product Approval Information Sheets needed to have the last page signed by th contractor. �- 4. 2 copies of a certified survey are needed.—/4: ,�J �J 5. From the design page, S 1, Electrical Plan, one receptacle needed in front and rear of building. 2014 NEC, 10.52(E)(1). Resubmit Electrical Plan showing the corrections. 2 copies. 5 . s / Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: Py�, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ;, � ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 2/21/2018 Permit#: ACC18-0011 Site Address: 333 PLAZA Review Status: DENIED REM 169999 0000 Applicant: DEAN RUSSELL CUSTOM HOMES Property Owner: William Alfaro Email: kim@deanrussellconstruction.com Email: ericalfaro00@gmail.com Phone: 9042413334 Phone: 9042397638 9043385262 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. Survey: Section 24-67(c) requires a certified survey. Please provide a certified survey. '-p� 2. Setbacks: Please provide the setback measurements from both side property lines as well as from the rear property line to all proposed structures. S Z-Vl- C- 1 3. Height: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. -ems A 4. Accessory Structures: Detached garages that exceed 600 square feet in lot area must comply with the applicable setback requirements for the principal structure, meaning the detached garage would have to be 20 feet from the rear property line and a combined 15 feet from the side property lines. Please revise accordingly. ?,�4 ,v,u Brian Broedell, bbroedell@coab.us 0 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of f� completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by ®se indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. CITY OF ATLANTIC BEACH SIN f MAR I2018 Department of Public Works r 1200 Sandpiper Lane Atlantic Beach, FL 32233 v;s (904)247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 2/21/18 Applicant: Dean Russell Custom Homes Permit 4: ACC 18-0011 (DENIED Garage/Paver Driveway) Address: 496 Osceola Avenue Site Address: 333 Plaza Jacksonville Beach, FL 32250 Atlantic Beach, FL 32233 Email: kim t-deanrussellconstruction.com PUBLIC WORKS CORRECTION ITEMS: (Submit the following to the Public Works Department in order for us to approve your application) • Provide erosion and sediment control plans with installation details. A4 • Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume ealetiletions-ead on-site retention required per Section 24-66(b). -5 e C • A Revocable Encroachment Agreement must be obtained.��,G�� Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street.A-U o4elet- 5 • Concrete sidewalk must continue through driveway.Sae • Provide pervious pavers manufacturer's cut sheet showing pavers to be use ch- s� ' 4� • Provide a pre-construction plan to calculate how much impervious area is being taken out. -sem -� c,� s PUBLIC WORKS CONDITIONS OP PROVAC �'`< As,�a (The following comments will be printed on your per�as Conditions o A roval) f PP J • Full erosion control measures must be installed an approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • 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. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50%credit. Scott Williams, Director of Public Works swilliams(a�coab.us/904-247-5834 Page 1 of 2 rS,:Lv;y�• City of Atlantic Beach APPLICATION NUMBER \mss Building Department (To be assigned by the Building Department.) 800 Seminole Road IECEIVEa Atlantic Beach, Florida 32233-5445 ACC 7' Phone(904)247-5826 Fax(904)247- 1 6 2018 Date routed: 1 X E-mail: building-dept@coab.us City web-site: http://www.coab.us ' ti APPLICATION REVIEW REVIEW AND TRACKING FORM Property Address: 3 -33 e artment review required Yes No 11 uildin Applicant: -(1 -Q-�t Cr�S��nn la in & onin 1 TreeAdministrator Project: ( -t � a ` ' t�1S �) Pubor Public U V644 &"a-0K1 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. [Denied. ❑Not applicable (Circle one.) Comments: fI a BUILDING V&S-kbo -b L-ww-�-c�k,' PLANNING & ZONING Reviewed b ' Date: TREE ADMIN. Second Review: VApproved as revised. ❑Denied. FINot 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 r r •j rl�`1 i' . ��a 1 CITY OF ATLANTIC BEACH :J I' Department of Public Works l' 1200 Sandpiper Lane J �N Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 2/21/18 Applicant: Dean Russell Custom Homes Permit#: ACC18-0011 (DENIED Garage/Paver Driveway) Address: 496 Osceola Avenue Site Address: 333 Plaza Jacksonville Beach, FL 32250 Atlantic Beach, FL 32233 APPROVED� Email: kim(a deanrussellconstruction.com PUBLIC WORKS CORRECTION ITEMS: 3-A0C 0 (Submit the following to the Public Works Department in order for us to approve your application) V• Provide erosion and sediment control plans with installation details. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ;/• A Revocable Encroachment Agreement must be obtained. H Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. s� Concrete sidewalk must continue through driveway. Provide pervious pavers manufacturer's cut sheet showing pavers to be used. �• Provide a pre-construction plan to calculate how much impervious area is being taken out. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed an approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • 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. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50% credit. Scott Williams, Director of Public Works swilliams(a.coab.us /904-247-5834 Page 1 of 2 THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Any plan change must be submitted as a Revision to the Building Department at 800 Seminole Road. 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. Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 Building Permit Application 0`� T . , - City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 !? FEB 5 018 I I Ph, ne:(904)247-5826Fax:(9O4)247-5845 2 2 i Job Address: 7 J3 6),&?A 15+ • Permit Number: Q� n V Legal Description /� . /��/�`X /I �LL G " RE#z6!9 -- Valuation of Work(Replacement Cost)$ Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed? (Circle one): Ye No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: �e^,y� � i4 I) �/ J7 JU V&(,.>.4 c� t i�n �t 'tJ e.,'o F,4 �(�S —o Florida Product Approval# ACif P1 for multiple products use product approval form Property Owner Information /� Name:Com/CL/ -f' 1 Af l Address:3 vt ;41AA1 J'C_ _1 City d i State Zip 1 Phone C E-Mail d9dw CA G Owner or Agent(If Agent,Power of Attorney or rgency Letter Required) Contractor Information nn ''rr Name of Company:l�B A.*AV-44 Qualifying Agent:I-Q-L��//�•ci�SG/� Address�.� k4J2,61,4 City.lAX gA State /-[_ Zip 3 Z2Sc3 Office Phone zm.,—3 33 V- Job Site/Contact Number /Z*_4 t State Certification/Registration#C/�X /? Q�iOZ. E-Mailrti��2,e�Stac/lGlrkSf_ !�-Vc <<s11 . i7t� Architect Name& Phone# G Engineer's Name&Phone# -t' F°D a ^03 es 44 Workers Compensation {r1'11L_Y'a-le% 'Zw�'L � 2— " L Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.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 RECORDING YOUR NOTICE OF COMMENCEMENT. ( nature of olver or Agent) (Signature of Contractor) (including contractor) I `�� Signed and sworn to(or affirmed before me this day of Si ned and sworn to(or affirmed)before me this day of 11 i .�� .13 by bea o -R,\ o ' ienatuof oSi nature of N tary) A MILIKIN [ rsonally Known OR =' ' = AMum My COMMISSION#FF 111009 Personally Known OR `+; +; MY COMMISSION#FF 111009 [ ]Produced Identification c EXPIRES:May 3,2018 [ ]Produced Identification 4?a EXPIRES: y p�F ' Bonded Thru Notary Publ c Underwriters RP;h4P' Bonded Thi May 3,2p1g Type of Identification: Type of Identification: ers �S CITY OF ATLANTIC BEACH 800 Seminole Road - sMM19 2018 Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3 I ( � Revision to Issued Permit Corrections to Comments (Permit# C)1_60 l Project Address 3 �A Gt-:bGt Contractor/Contact Name f �lS S t`t qo"N-t S Phone Email Description of Proposed Revision/Corrections: Permit Fee Due$ t e-se b nS j�— fip w ren ff"4 t--� Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments X P lahS Department Review Required: I g &Zoning e e ed Bminis ra oror s tilities r Public Safety cDate Fire Services Comp. By: SM to Date: 3/20/2018 Public Works Department City of Atlantic Beach Permit No: ACC18-0011 Address: 333 Plaza Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeveloament Runoff Volume: Lot Area (A) = 6,495 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd"C" Impervious 2,394 6,495 1.00 0.37 Pervious 4,101 6,495 0.20 0.13 Runoff Coefficient(C)= 0.49 Runoff Volume V= 0.49 x 6,495 x 9.3 / 12 V= 2,491 ft3 Postdeveloament Runoff Volume: Lot Area(A) = 6,495 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,115 6,495 1.00 0.48 %ISA= 48.0% Pervious 3,380 6,495 0.20 0.10 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 6,495 x 9.3 / 12 V= 2,938 ft3 _Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,938 - 2,491 DV= 447 ft3 Retention Plaza 333 3/20/2018 •i=may r �s s, Comp. By: S/W rJ Date: 3/20/2018 Public Works Department City of Atlantic Beach Permit No: ACC18-0011 Address: 333 Plaza Provided Storage: Elevation Area Storage (ft) (ft') (ft) 8.5 169 0 BOTTOM size 16 X 16 9.0 225 99 TOB size 15 X 15 Elevation Area Storage (ft) (ft') (ft) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A"d"pf A=Area= 225.0 d=depth to ESHWT= 5.5 pf=pore factor= 0.3 Inground Storage= 371.3 ft3 Required Treatment Volume= 447 ft3 Supplied Treatment Volume= 470 ft3 Retention Plaza 333 3/20/2018 REVOCABLE ENCROACHMENT AGREEMENT �.gall REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach,Florida,a municipal corporation organized and existing unde the laws of the State of Florida,hereinafter referred to as"CITY"and 4 ;e, ,n �/y A f�i4'eZO of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as AA o J O p4 1/eA P,-rul c/'e-#✓Q Any facility maintained, repaired, erected, and/or installed in the exercise of the privffege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of easements,public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. Date ) ' Property Owner/A ent(signed in resence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this day of r Lam- ,20 , by 1 1 'ry ,who personally appeared before me and (printed name o igner) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. - �A- m", "' ' Signature of Notary Public,State of Florida :els!. A MIUION Department Approval: \ Personally Known MY COMMISSION Y FF 111009 Produced Identification(Type) :a EXPIRES:May 3,2018 %Q,*, %• bonow ffir-u-Notary Publ.Urubro- - -1, /Z� Scott 11 ;tams,Public orks erector Kayle Moore,Public Utilities Director H:\Master Forms\Public-Utilities Works forms\Revocable Encroachment Agreement 2.5.18.docx Revision Date:2/5/18 � l 5 ' 4(' �1be�vSdi3N�2J�,� i�•xii .�•+.a!i ��7df��;r�-nM' :N ��.1„'"",� u t •�� " Kt•�•�'j.hii !�'Wfr �rirn ''� �3Tir.' a'iY+* �'' I Q .Ily,, �iSr�pa'� ,!•may" 5�lte61 r ti y�FCmaWIN. ✓r .•rp;ti Ir�¢a} �-..r�""" • 'r2*'r� -`:3.'•I"�`a_ 21�'{., #�'t' y. --c•il} c cam' ""try;, tN � �' ,:f J 11 R•�•yyT'-`n�=Y•e�Y"n. .y�'ST¢5�.� .�'�. . 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CITY OF ATLANTIC BEACH IV2018 MAR 1 Department of Public Works f, `3 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 2/21/18 Applicant: Dean Russell Custom Homes Permit#: ACC 18-0011 (DENIED Garage/Paver Driveway) Address: 496 Osceola Avenue Site Address: 333 Plaza Jacksonville Beach, FL 32250 Atlantic Beach, FL 32233 Email: kimtddeanrussellconstruction.com PUBLIC WORKS CORRECTION ITEMS: (Submit the following to the Public Works Department in order for us to approve your application) • Provide erosion and sediment control plans with installation details. A4� 'j 16 t AA-S • Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide on-site retention required per Section 24-66(b). $--_ C I • A Revocable Encroachment Agreement must be obtained.",'-'_-,4 Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Concrete sidewalk must continue through driveway.Sa� • Provide pervious pavers manufacturer's cut sheet showing pavers to be use ��-�f- sAr 4� ,c) • Provide a pre-construction plan to calculate how much impervious area is being taken out. ' t'`S �q � / xJ� PUBLIC WORKS CONDITIOMS OP APPROTJN�-.(The following comments will be printed on your per� f Approval)Conditions o PProva��) • Full erosion control measures must be installed an approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • 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. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50%credit. Scott Williams, Director of Public Works swilliamsncoab.us/904-247-5834 Page 1 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road n�w a /�'y� Atlantic Beach, Florida 32233-5445 !-�CC 17 v�-' i Phone (904)247-5826 • Fax(904)247-5045 6 20% E-mail: building-dept@coab.us Date routed: D 11 s A City web-site: http://www.coab.us , APPLICATION REVIEW AND TRACKING FORM Property Address: 3 3 :� P Department review required Yes No t1 Buildin Applicant: Op_&0 4u��l CaSh,(A §Mp S la nin & onin Tree—Administrator Project: (�Q. G1/,�� a + 1nPubor ,! PlicubUN—ale Vag(( � / v��a�� Public Safety Fire Services Review fee $ Dept Signature -t - 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. []Denied. Not applicable (Circle one.) Comments:NaI_ I BUILDING f �1 -6 It1WQ�/ PLANNING &ZONING � """5��' Reviewed by: Date: Z 2 TREE ADMIN. Second Review: ❑Approved as revised. Denied. ❑Not applicable 4PUBORKS / Comments: LITIES —'L /—I PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s4E, CITY OF ATLANTIC BEACH MAR g 2018 800 Seminole Road Atlantic Beach,Florida 32233 Vii.. REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3 I y ( 5 Revision to Issued Permit Corrections to Comments Cl-,"Permit# Project Address Contractor/Contact Name f1 (ZkS S ( t6"rYts Phone Email Description of Proposed Revision/Corrections: Permit Fee Due$ t L ST 0 nS-Q-- -Vo (Orin rvy n S Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments P fans -bo I R�gp'—b Law- -cke- Department Review Required: Bui lanning &ZonPor Reviewed By Tree Adminis ra ublic orks G Public Safety3/g r� 4C." Dtkte Fire Services i 9117: CITY OF ATLANTIC BEACH MAR 1 ?01g Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 2/21/18 Applicant: Dean Russell Custom Homes Permit#: ACC 18-0011 (DENIED Garage/Paver Driveway) Address: 496 Osceola Avenue Site Address: 333 Plaza Jacksonville Beach, FL 32250 Atlantic Beach, FL 32233 Email: kimtr,deanrussellconstruction.com PUBLIC WORKS CORRECTION ITEMS: (Submit the following to the Public Works Department in order for us to approve your application) • Provide erosion and sediment control plans with installation details..A4 • Section 24-66(b)of the Land Development Regulations requires -site storage for increased r run-off if adding 400 SF or more impervious surface. Provide Belts volume eaIetila44aft9-a4;d on-site retention required per Section 24-66(b). $ - _ <,- A A Revocable Encroachment Agreement must be obtained.��e1G�� Provide a detailed plan of water retention area and how water runoff gets to water retention��- areas and then to street. poi • Concrete sidewalk must continue through drivewaU_. --_t r_� owe„ • Provide pervious pavers manufacturer's cut sheet showing pavers to be use S� 4) • Provide a pre-construction plan to calculate how much impervious area is being taken out. � �,y PUBLIC WORKS CONDI IT ONS OF APPROVAL' '"<� l11� .-�,,�� s � (The following comments will be printed on your per�r41{Approval) as Conditions o /�= c • Full erosion control measures must be installed an approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • 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. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50%credit. Scott Williams, Director of Public Works swilliamsta.coab.us/904-247-5834 Page l of 2 CITY OF ATLANTIC BEACH S51 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 2/22/2018 Permit#:ACC18-0011 Site Address: 333 PLAZA Review Status: denied RE#: 169999 0000 Applicant: DEAN RUSSELL CUSTOM HOMES Property Owner: William Alfaro Email: kim@deanrussellconstruction.com Email: ericalfaro00@gmail.com Phone: 9042413334 Phone: 9042397638 9043385262 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. All roof coverings except shingles go through a plan review and are required to have 2 sets of installation instructions submitted for plan review. One copy to go on file and the other to be stamped JOB COPY for inspections. Please submit 2 copies for plan review. 2. Submit the Florida Product approval number the roofing underlayment to be used.�,��v►��,g�e 3. Both copies of the Product Approval Information Sheets needed to have the last page signed by th contractor. �T4`, 4. 2 copies of a certified survey are needed.,-/4,.fk4 t 5. From the design page, S 1, Electrical Plan,one receptacle needed in front and rear of building. 2014 NEC, 10.52(E)(1). Resubmit Electrical Plan showing the corrections. 2 copies., s Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: ,x 'f CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 2/21/2018 Permit#: ACC18-0011 Site Address: 333 PLAZA Review Status: DENIED REM 169999 0000 Applicant: DEAN RUSSELL CUSTOM HOMES Property Owner: William Alfaro Email: kim@deanrussellconstruction.com Email: ericalfaro00@gmail.com Phone: 9042413334 Phone: 9042397638 9043385262 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. Survey: Section 24-67(c) requires a certified survey. Please provide a certified survey. 2. Setbacks: Please provide the setback measurements from both side property lines as well as from the rear property line to all proposed structures. j c 3. Height: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. -{ 1 4. Accessory Structures: Detached garages that exceed 600 square feet in lot area must comply with the applicable setback requirements for the principal structure, meaning the detached garage would have to be 20 feet from the rear property line and a combined 15 feet from the side property lines. Please revise accordingly. ?1,4 ,v." C-/,5; �o 4 Brian Broedell, bbroedell(a@coab.us v Resubmittal Notes: �y All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of C� completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which i- a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Ale-19 ,vNOTICE OF COMMENCEMENT OFFICE C0PY DUPLICATE) Permit No. Tax Folio No. State of Jh r t County of To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. i Legal description of property being improved: k Address of property being improved: 4.4 3 2 Z3 General description of improvements: ti i Owner Address Owners interest in site of the improvements �•�� / Fee Simple Titleholder(if other than owner) Name f� j Address Contractor J M * Addresss,, fPhXd tai G \\\\\ Fax No. surety(if any) Address Amount of bond$�_ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address ` Phone No. Fax No. Name of person within the State of Florida,other than himself,designated h 9 Y owner upon whom notices or other documents may be served: I Name Address Phone 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 Statutes.( II in at Owner's option). Name Address Phone No._ Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me thisday of n ►'1 V GY1 in the County of Duval,State of Florida,has personally appeared K Doc#201804622°5,0R BK 18295 Page 721 e /� `–�G��U m ren Number Pages:1 w z r Re— -02127/2018 02:53-PM,-- - Notary Public at Large,State of Florida,County of Duval, Recorded RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL MY commission expires: t I , ,`a 0 COUNTY Personally Known✓ w RECORDING $10.00 °f 4 8 Produced Identification a .y zyj„S e-.o OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH Project Name: Alfaro Detached Garage and home renovations Permit# 00 Project Address: 333 Plaza St.,Atlantic Beach, FL 32233 As required by Florida Statute 553.842 and Florida Administartive Code 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 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 obtaine at:www.floridabuilding.org Category/Subcategory Manufacturer Product Description I Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging I Plast-Pro Fiberglass non-impact DP=+47.5/-47.5 15215.9 2. Sliding 3. Sectional 4. Roll up 5.Automatic 6. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# B.WINDOWS 1.Single hung MI Windows&Doors Series 5500 Vinyl DP+50/-75 15217.2 2. Horizontal slider NONE 3. Casement NONE 4. Double hung NONE 5. Fixed NONE 6.Awning NONE 7. Pass-through NONE 8. Projected NONE 9. Mullion NONE C. PANEL WALL All exterior walls James Hardi Cemplank lap siding Install per 2107 FBC 13192.1 requirements D.ROOFING PRODUCTS 1. Metal Roofing Gulf Coast Supply Standing-seam metal Product must be install 11651.23 26 ga. Galvalume in accordance with F.B.C. "Gulf Rib" Non-High Velocity Hurricane zone areas 2. Roof Underlayment Owens Corning P&S roof underlayment per Mfg requirements 9777.7 "Weatherlock" E. SHUTTERS NONE REQUIRED F.STUCTURAL COMPONENTS 1.WoodConnector/Anchor Simpson Various straps,clips&hangers 503/538/1423 2.Truss Plates Alpine Metal Connector Plate per TPI 1-1995 1999.1 3. Engineered lumber LP EWP Lam.Veneer Lumber not for exterior use 1511 NO OTHERS USED Category/Subcategory Manufacturer Product Description Limits of Use State# Local# G.SKYLIGHTS NONE H. NEW EXTERIOR ENVELOPE PRODUCTS NONE USED In addition to completing the above list of manufacturers, product descrition and State approval for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job-site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner.This form will beb revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: (Contractor or Design Professional) (print name) (signature) Company Name: Dean Russell Construction Mailing Address: 364 Osceola Ave. Jacksonville Beach 32250 Telephone Number (904)241-3334 Fax Number (904)241-2028 Cell Phone Number 904 338-5262 e-mail address: kim deanrussellconstruction.com Florida Building Code OnlineC E ®PY https://floridabuildino.org/pr/pr_app_dtl.aspz?param--wGEVX... Equivalence of Product Standards �� / Certified By � Sections from the Code 33-3 P J,7 a Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products Go to Page Q © 0 Page 2/2 0 4 FIL Nodal,Number or - Description 4 Name � 11651.21 26 Ga.GulfRib 126 Ga.GulfRib over 1x4 Wood Purlins over 15/32"Plywood { Limits of Use I InstallationInstructions Approved for use in NVHZ:No FL11651 R2 II 21 R2 26GulfRib 1x4 15-32Plvwood NonliVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 21 R2 Metal Roof Panel Detail.odf Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-164.2PSF ; Created by Independent Third Party:Yes Other:-109.25 psf 9 24"ox.fastener �Evaluation Reports spacing.-164.25 psf 0 12"fastener spacing. FL11651 R2 AE 21112 26GulfRib 1x4 15-32Plvwood NonHVHZ.pdf Install per manufacturer's details.Not for use j Created by Independent Third Party:Yes —� in HVHZ Zones j F 11651.22-- 26GRib 26 Ga.GulfRib over 15/32"Plywood -_ Limits of Use Installation Instructions Approved for use in HVHZ:No ` FL11651 R2 II 14FL11651 22 R2 26GulfRib 15-32Plvwood NonHVHZ.Ddf Approved for use outside HVHZ:Yes ! FL11651 R2 II 22 R2 Metal Roof Panel Detaii.Ddf Impact Resistant:N/A (f Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-159.2PSF Created by Independent Third Party:Yes Other: -69.25 psf 0 24"o.c.fastener I Evaluation Reports spacing.-159.25 psf @ 12"fastener spacing. I FL11651 R2 AE 14F 11651 22 R2 26Gu1fRib 15 32Plvwood NonHVHZ.odf Install per manufacturer's details.Not for use i Created by Independent Third Party:Yes -in HVHZ Zones j ~31651.23 26 Ga.GUIfRib "26 Ga.GulfRib over 15/32 Plywood f Limits of Use j Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 23 R2 26GulfRib 15-32Plvwood HVHZ Ddf I Approved for use outside HVHZ:Yes j F111651 R2 1I 23 R2 Metal Roof Panel Detail.o_df I Impact Resistant:N/A j Verified By:Dan Kuhn,P.E.75519 { Design Pressure:+N/A/-159.2PSF j Created by Independent Third Party:Yes Other:-71.75 psf 0 24'o.c.fastener Evaluation Repots spacing.-159.25 psf 0 12'fastener spacing. FL11651 R2 AE 23 R2 26GulfRib 15-32Plvwood HVHZ.Ddf i Install per manufacturer's details.For use in Created by Independent Third Party:Yes j HVHZ Zones 11165-1.24 26 Ga.GUIfRib {26 Ga.GulfRib over 1x4 Wood Purlins over 15/32"Plywood Limits of Use I Dation Instructions i Approved for use in HVHZ:Yes FI 11651 R2 II 24 R2 26GulfRib 1x4 15 32Plvwood HVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 24 R2 Metal Roof Pane! Detail.odf 1 Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519 Design Pressure:+N/A/-164.2PSF Created by Independent Third Party:Yes l Other:-106.75 psf 0 24'o.c.fastener i Evaluation Reports spacing.-164.25 psf O 12"fastener spacing. j FL11651 R2 AE 24 R2 26GulfRib 1x4 15-32Plvwood HVHZ.Odf Install per manufacturers details.For use in Created by Independent Third Party:Yes 1 HVHZ Zones ` i 11651.25 29 Ga.GulfRib 129 Ga.GulfRib over 10 Wood Purlins over 15/32"Plywood Limits of Use -- - Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 25 R2 29GulfRib 1x4 15-32Plvwood NonHVHZ.pdf Approved for use outside HVHZ:Yes FL11651 R2 II 25 R2 Metal Roof Panel Detait.Ddf 2 of 3 5/2/17,4:46 PM FLORIDA PRODUCT APPROVAL G u'l MANUFACTURING G U L F -�R 1' �B'22-0 26 GLIAGE • i PANEL OVER • •D 4 FLORIDA PRODUCT APPROVAL • 11651.23 R2 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. • TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00 -Accel. Weathering ASTM G 155/Salt Spray ASTM B 117, Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0062T-07A-C Dated 02/19/2007 2. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization#TST-1654) Report No. T126-07, Dated 02/26/2007 Report No. T270-08, Dated 10/13/2008 3. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Dan Kuhn, P.E.(FL#75519)CEJ Kuhn Engineering, LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. 3. ASTM G 26 is equivalent to ASTM G 155. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651.23 R2 i JUNE 15,2015 PRODUCT EVALUATIONREPORT G u'l FLORIDA PRODUCT APPROVAL P Y MANUFACTURING GULF1 TLI26 GUAGE GULFRIB PANEL OVER 15/32" PLYWOODi ;i rFLORIDA PRODUCT APPROVAL NO. 11651.23 R2 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: GulfRibT11' 3/4" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/4" Major Rib at 9" O.C. Panel Fastener: #9-15 HWH 1.5" with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15A2" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure 71.75 psf 159.25 psf Fastener Patter -9"-9''-9" 6.5"-2.S -6.5" 2.5"6.5"-2.5"-6.5" Fastener Pattern Spacing 24" O.C. 12" O.C. Design Pressure includes a Safety Factor= 2.0. FL#11651.23 R2•JUNE 15,2015 PRODUCT • • 1 , . ENGINEERING,KUHN Gulf= . SUPFLORIDA PRODUCT APPROVA--' PLY & MANUFACTURI C GULF' 26 BTIJ GUAGE ' • OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.23 R2 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4 Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. FL# 11651.23 R2•JUNE 15,2015 ENGINEERING,PRODUCT EVALUATION REPORT 77L KUHN ire � LOAD TABLE SPEC ,1Gul Coc s,, SUPPLY & fv9ANUFACt1.SRfNG 5 G U L F RE 5 s� • GUAGE GULFRI131" OVER • • FLORIDA • , • • • • • • . y NO. 11651.23 ENGINEER LOAD TABLE: 26 Ga. Gulf RibIm Panel over 15/32" Plywood Buildings having a Roof Mean Heights 20'-0";Roof Slope: 2"112" - 12"112" Gable or Hip Roof;Wind Speeds 120- 180Mph, Exposure C, Rlsk Category 11, Enclosed Building,,based on Florida Building Code 2014. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ~ ZONE 1! F#9-15x1.5" j Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24".TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 ZONE 3 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24%TYPE 1 12",TYPE 2 12",TYPE 2 12",TYPE 2 12",TYPE 2 1.)PANEL DESCRIPTION:GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE,3/4" TALL 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:71.75 PSF®24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF® 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 2 HIP ROOF ZONE 3 a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. TYPE I FASTENER PATTERN RIDGE 9, 9, 9, 9 � At Panel et Lap Lap ZONE 1 L Cont.Tape Seal for use on Slopes less than 3:12 (1)#9-15 x i-112"w,Sealer Washer at 24"O.C. EAVE ZONE 2 GABS ROOF a, TYPE 2 FASTENER PATTERN a 65 25 65 " „25 65 25 +-6.5" 25" RIDGE ' 'a Cont.Tape Seal for use on Slopes less than 3.12-J ._ ;a (1)#9-15 x 1-112'w,Sealer Washer at 12"0 C ZONE 1 ZONE 3 , EAVE FL#11651.23 R2•JUNE 15,2015 PRODUCTEVALUATION REPORT KUHN ' •ENGINEERING, • ' : • METAL ROOF PANEL ! : Gulf GULFRIBmt FLORIDA PRODUCT APPROVA� NO. 11651.23 R2 T TYPE FASTENER PATTERN 911_ 911 911- 911 4 ( At Panel Lap Cont.Tape Seal for use on Slopes less than 3.12 z—(1 #9-15 x 1-1/2"w/Sealer Washer at 24"O.C. TYPE 2 FASTENER PATTERN ---6.5" 2.5" 6.5" 2.5" 6.5" 2.5" 6.5" 2.5" Cont.Tape Seal for use on Slopes less than 3.12 (1) #9-15 x 1-1/2"w/Sealer Washer at 12"O.C. !EL S, •V\CE/vScc:;S'y': ! Z NO. 75519 l •. 0 -• TATE OF OR 0, • ��' 0,NA L ENS 11111 0613012-015 FL# 11651.23 R2•JUNE 15 2015 METAL ROOF fANEL DETAIL KIJHN • 1 !ENGINEERING, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek It RE: J170769 - Dean Russell - Alf aro Addt -JB MiTek USA, Inc. Site Information: 6904 Parke East Blvd. 5 Customer Info: Dean Russell Custom Homes, Inc Project Name: Alfaro Addition anaN'emo'S17 4 Model: Lot/Block: Subdivision: Address: 333 Plaza City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: Geoffrey W. Gartner License #: 59328 Address: 3010 S 3rd St. Ste C City: Jacksonville Beach State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 15 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name 1 Date 1 T13422203 1 A01 3/7/18 12 1 T13422204 1 A02 1317/18 I SUBMISSION N 13 1 T1 3422205 1 A03 1 3/7/18 'OB" 14 T13422206 1 130 1 13/7/18 I 7 Revkwea No Exceytlp„s O 4 Re'"'d 15 I T13422207 I B02 1 3/7/18 O = kwed P`° "ed 16 I T13422208 1 B03 13M18 I 0 3 Revise R Resubmit S Into mation ONY 17 1 T1 3422209 1 B04 13/7/18 `"pweo«Yro,gma aco"ro,, 1 1 3/7/18 "e wren �_.�.s r°, 8 713422210 605 �,,,,,,«-"^ aa4"°"" , 19 _�713422211 C01 3/7/18 ( m`""M°'°' n"c «rrem""„ d''"'°' the sale•'+tl fucwssrW °SpO^�'wel omW:.na with etl r•G.:re ^'••"Smeshom,tecnn.°m,.,eoue,ces.,envceraom,svumo�or rMre '"•"uottM 110 1 713422212 1 CO2 13/7/18 "tlinty""N0 r d b•hese, «aresy'a°°" °°^ 111 I T13422213 I J013/7/18 • �a.,rya ""°' `«"" � � 12 I T13422214 I J02 13/7/18 Oats Z — d' DER GRACE CONSULTING,INC. 113 I T13422215 I J03 1317/18 I Checked by: 114 I T13422216 I J04 13/7/18 Slgnatur�; 115 I T13422217 I J05 1317/18 The truss drawing(s)referenced above have been prepared by MiTeki USA, Inc. under my direct supervision based on the parameters �%%�O A<e �i,� provided by Manning Building Supplies. �.`�`Z;• N S�'q2�',� Truss Design Engineer's Name: Albani, Thomas 39380 My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions)identified and that the 4U O , S ATE OF � designs comply with ANSI/TPI 1. These designs are based upon parameters ,�'•, P ,��. shown(e.g., loads,supports,dimensions,shapes and design codes),which were ��,�� '• 0R \'D I. •C\,�� given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of ��i��O N A, these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Alban)PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 Albani, Thomas 1 of l Job Truss Truss Type Ory I Ply Dean Russell-Alfaro Addt-JB 713422203 J170769 A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:53:54 2018 Page 1 I D:sjNcllcssOLPigrXlzTGvCzdN5d-xT9BUu?SpHjMNZGN3mrbrrgebi6Vf1 d5_g0?fEzdMVx 2- 0 7-0-0 8-9 0 159-0 2-0 0 0 7-0-0 1-9 0 7-0-0 Scale=1:33.1 4x10= Special Special 04= 3 4 F. 7.00 Fl2 b 5 � 2 IT 7 6 1 3x4= 1.5x4 11 3x4= 4x4= Special Special 7-0-0 &&0 15-9-0 7-0-0 1->}0 7-0-0 Plate Offsets MY)— [3:0-7-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.11 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.17 6-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:72 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 5=10330-3-8,2=1160/0-3-8 Max Horz 2=142(LC 7) Max Uplift 5=-425(LC 8),2=-556(LC 8) Max Grav 5=1043(LC 30),2=1160(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3.1665/692,3-4=-1414/676,4-5=-1675/706 BOT CHORD 2-7=-488/1421,6-7=-489/1438,5-6=-505/1395 WEBS 3-7=-68/489,4-6=-84/534 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5=425,2=556. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)204 Ib down and 283 Ib up at 7-0-0,and 204 Ib down and 283 Ib up at 8-9-0 on top chord,and 388 Ib down and 107 Ib up at 7-0-0,and 388 Ib down and 107 Ib up at 8-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-5=-54,8-11=20 Concentrated Loads(lb) Thomas A.Albani PE No.39360 Vert:3=-157(F)4=157(F)7=301(F)6=-301(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 V WARNING-Verity design pereme.NM READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1 aN.1.1 BEFORE USE. Design valid for use only with Mllek®connectors.1Ns design B Lased only upon parameters shown,and Is lot an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall Kit buildingdesign. Bracing Indicated Is to prevent bucklhug of Mldvidual truss web and/or chord members only. Addtkxral ternFrxary%nd permanent bxachtg MiTek' Is always regthed for stability and to prevent collapse with possible personal W*Ky and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hose systems,seeANSI/Tp11 Qualify Criteria,DSB-89 and SCSI Witting Component 6904 Parke East Blvd. Safety Information avalabie from Truss Rafe Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB 713422204 J170769 A02 Common 3 1 Job Reference(optional) 'Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:53:55 2018 Page 1 ID:sjNcllcssOLPigrXlzTGvCzdN5d-PfjZi E05abrD?jrZdTMgO2Cqu6RSOU KFDUIYBgzdMVw 2-aro 7-10.8 15-9-0 2 0 0 7-10-8 7-10-8 5x5- Scale=1:32.8 3 7.00 12 13 14 15 12 4 2 HI I" 0 5 1 3r= 1.5x4 11 _ 7-10.8 15-9.0 _ 7-10.8 7-10-8 Plate Offsets(X,Y)-- [2:0-2-1.0-1-81,[4:0-2-1.0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.24 5-8 >792 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 4 rVa n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:61 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 4=575/0-3-8,2=70210-3-8 Max Horz 2=156(LC 11) Max Uplift 4=-199(LC 12),2=-330(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-756/298,3-4=-752/307 BOT CHORD 2-5=-139/568,4-5=-139/568 WEBS 3-5=-21/367 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Intedor(1)0-11-2 to 7-10-8,Exterior(2) 7-10.8 to 10-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at=lb) 4=199,2=330. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 0 WARNNG-VM/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.f aR132015 BEFORE USE. Design valid for use only with MilekV connectors.]his design Is txised only sperm Luraneters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing I ddk:aled Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal k*"and property damage. for general guidance regarding the fabricatim storage,delivery,erection and bracing of trusses and truss systems,seeANSI/T%1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaliab le from Truss Rate institute,218 N.Lee Street,Sudte 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Adi t-JB , T134222051 J170769 A03 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:53:56 2018 Page 1 ID:sjNcllcssQLPigrXlzTGvCzdN5d-trHxvatj Lv_3dtOlABt3wGIObW oy7n2OR8V6j6zdMVv -2-0-0 7-0-0 11.4-8 15-9-0 2 0 0 7-0-0 4-4-8 4-4-8 Scale=1:33.8 Special NAILED NAILED 4x4= NAILED 3x4= NAILED 20 II 3 11 12 4 13 14 5 i 7.00 F12 i 2 7 15 16 17 18 1 _ NAILED NAILED NAILED 6 3x4= 6x6— 6x6= Special NAILED 7-" 15-9-0 7-0-0 8-9.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.23 6-7 >820 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.47 6-7 >395 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-MSH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=1095/0-3-8,6=1312/0-3-6 Max Horz 2=231(LC 7) Max Uplift 2=-514(LC 8),6=-598(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3-1577/596,3-4=-1308/573 BOT CHORD 2-7=-598/1329,6-7=-534/938 WEBS 3-7=0/462,4-7=-90/576,4-6=-1236/686 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--4b) 2=514,6=598. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)204 Ib down and 283 Ib up at 7-0-0 on top chord,and 388 lb down and 107 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5-54,6-8-20 Concentrated Loads(lb) Vert:3-157(B)7-301(B)4=-105(B)11=-105(B)13=-105(8)14=-119(8)15=-61(B)116-611(B)17-611(B)18=-65(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AGL7473 mv.laV34015 BEFORE USE Deslrtn Valhi 0 It use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not . a truss system.Before use,the building designer must verify the c"Alcabilty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracW MiTek" Is always required fo stability and to prevent collapse with possible personal tnblry and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality criteria,DSB-89 and BCSI SuedIng Component 6904 Parke East Blvd. Safety Information available from Taus Plate Insehrte..218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB 773422206 J170769 B01 Scissor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:53:57 2018 Page 1 ID:sjNcllcssQLPigrXlzTGvCzdN5d-L2rK7wl L6C6wE 1?ykuPITTI B6vErsOmYgoEfGZzdMVu -2-0-0 7-2-8 14-5-0 16-5-0 2-0-0 7-2-8 7-2-8 2-0.0 Scale=1:31.5 5x5= 4 7.00 F12 3x4 i B 3x4 5 3 6x6= q, 0 N 2 5x8 I I 5x8 ',1 6 n 3X6 5.00 12 16- 7 1 3x4 i 3x6\ 3x4 7-2-8 14-5-0 728 — 728 --� Plate Offsets(X Y)-- 12:0-11-14,Edge] 12:1-0 9 Edge] 12:0-7-4,0-0-41:[6:0-11-14,Edge],[6:1-0-9,Edge],[6:0-7-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.04 7 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.09 7 Nr 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.01 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.01 7 n/r 120 Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=323/14-5-0,6=323/14-5-0,8=644/14-5-0 Max Horz 2=-144(LC 10) Max Uplift 2=-259(LC 12),6=-259(LC 12),8=-87(LC 12) Max Grav 2=344(LC 21),6=344(LC 22),8=644(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-232/490,4-6=236/500 BOT CHORD 2-8=-541/391,6-8=-543/392 WEBS 4-8=-877/487 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=2ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 7-2-8,Comer(3)7-2-8 to 10-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except Qt=lb) 2=25916=259. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date, March 7,2018 0 WARNNG-vadry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekC9 connectors.This design is Lxised only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity ttw applicability of design parameters and properly incorporate this design Into the overall boding design. Bracing Indicated is to prevent buckling of iodividual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal"and property damage. For general guidance regarding the fabricalbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Cudbty Criteria,DSB-89 end SCSI Building Componorif 6904 Padre East Blvd. Sa Wy IMormallon available from truss Plate Institute.,218 N.Lee Street,Suite.312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB T13422207 J170769 602 Scissor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:53:58 2018 Page 1 ID:sjNcllcssOLPigrXlzTGvCzdNSd-pEPiKF2ztW EnsBZ8lbwXOhgMgJW9bochvS_Do?zdMVt 2-0-07-2-8 14-5-0 16-5-0 2-0-0 1 7-2-8 7-2-8 2-0-0 Scale:3/8'=1' 4x4= 3 7.00 F12 i3 14 6 5x5= d N 4 2 N 5.00 F12 Id 3x4 3x4 z 5 1 31x4 3x4 7-2.8 14-5-0 7-2-8 7-2-8 Plate Offsets MY)-- 12:0-2-15,0-1-11,[4:0-2-15,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.13 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 6-12 >699 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.19 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:57 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=645/0-3-8,4=645/0-3-8 Max Horz 2=-154(LC 10) Max Uplift 2=-303(LC 12),4=-303(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 777/367,3-4=-1766/351 BOT CHORD 2-6=-171/1615,4-6=-173/1621 WEBS 3-6=-123/1403 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-0-8,Interior(1)1-0-8 to 7-2-8,Extedor(2)7-2-8 to 10-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 2=303,4=303. Thomas A.Albani PE No.39380 tdiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: March 7,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mg-7473 rev.1&03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.1his design Is based only upon parameters shown,and Is for an Individual[wilding compcxrent,not a Mss system.Before use,fine building designer must verity the upplicabllity of design parameters and properly Incorporate this design into the overall buNdng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possbpe personal Injury axi property domage. For general guidance rogarding the halldcatim storage,delivery,erection and tracing of trusses and trss systems,seeANSI/IPI I Quality Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely Information ovallable from Truss Plate Inshfute,218 N.Lee Street Sulle 312,Alexaxida.VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB J170769 B03 Scissor Girder 2 1 713422208 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:53:59 2018 Page 1 ID:sj NcllcssOLPigrXlzTGvCzdN5d-IQz4Yb3begMeUK8KsJRmYuNYQjpPKAZg86jmKRzdMVs 2-0-0 7-2-8 14-5-0 16-5-0 2-0 0 7-2-8 7-2-8 2.0-0 Scale=1:30.5 5x5= 3 7.00 F12 4x10% 4x10 7x10 MT20HS I I 6 N 11 2 Special 4 5.00 F12 Iv 5x12 o 5 1 5x12 7-2-8 14-5-0 7-2-6 7-2-6 -- Plate Offsets QX Y)— 12:0-4-6,0-0-151,[4:0-4-6,0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.21 6-10 >815 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.39 6-10 >444 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.33 4 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=808/0-3-8,4=1339/0-3-8 Max Horz 2=-154(LC 23) Max Uplift 2=-376(LC 8),4=-614(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2850/720,3-4=-2826!715 BOT CHORD 2-6.478/2660,4-6=-530/2776 WEBS 3-6=-573/2564 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 2=37614=614. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)857 ib down and 398 Ib up at 11-8-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,2-6=-20,4-6=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:11.857(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 0 WARNING-Verity design pammetws and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not ' a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always rec"red for stability and to prevent collapse with possible personal knkay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component I 6904 Parke EastBlvd. mr Safety Irdoation available.from Tnss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Dean Russell-Alfaro Addt-JB T13422209 J170769 B04 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:00 2018 Page 1 I D:sjNcllcssOLPigrXlzTGvCzdN5d-mdXSlx4DP7UV5UjXPOy?56whs78A3mr_MmTJttzdMVr 7-10.8 7-10-8 Scale=1:15.1 3x6= 3x6 1 2 0 N d I HTU26 HTU26 HTU26 3 4x7= 5 6 7 4 4x7= 7-10.8 7-10-8 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.17 3-4 >544 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 ti/a. n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight.61 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=877/Mechanical,3=877/Mechanicai Max HOfZ 4=20(LC 19) Max Uplift 4=-378(LC 4),3=-378(LC 5) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1473/645 BOT CHORD 3-4=-653/1473 NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected with 10d(0.131'x3*)nails as follows:2x6-2 rows staggered at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 4=37813=378. 9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 5-11-4 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where Clanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,3-4=-20 Thomas A.Albani PE No.39380 Concentrated Loads(lb) 6634 Vert:5=-397(B)6=397(B)7=-397(B) MiTek USA,Inc.FL Cert 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 Q WARNING-Voft dedyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MiTek®connectors.Ihis design Is based only upon parameters shown,and Is for an kidlAckjol building component,not a buss system.Before use,the building designer must verify the appiicablity of design parameters and properly incorporate this design Into the overall brAding design. Bracing Indicated is to prevent buckling of ktdlvidual truss web and/or chord members only. Adc1bomA temporary crrd permaienl brackg MiTek' Is always required for stdNity and to prevent collapse with possible personal"and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB T13422210 J170769 B05 Scissor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:012018 Page 1 ID:sjNcllcssOLPigrXlzTGvCzdN5d-Ep4gyH4rARcMjeljzkTEdJStOXXIoBD7bQCtPKzdMVq -2-0-0 7-2-8 11-6-10 0 7-2-8 4-4-2 4x4- Scale=1:29.2 3 15 4 4x4 7.00 F12 14 6 5 5x5= Ia 1� 2 5x8 11 5.00 12 3x4 1 3x4 7-2-8 11-6-10 7-2-8 + 44-2 Plate Offsets(YY)-- [2:0-2-15,0-1-11,15:0-0-1.0-1-7] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.13 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.25 6-13 >545 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.09 5 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. WEBS 20 SP No.2 SLIDER Right 2x6 SP No.2 2-3-2 REACTIONS. (Ib/size) 5=417/Mechanical,2=549/0-3-8 Max Horz 2=143(LC 12) Max Uplift 5=-1 47(LC 12),2=-271(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 1411459,3-5=-1194/502 BOT CHORD 2-6=-392/1066,5-6=-379/1029 WEBS 3-6=-284/902 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=off;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-0-8,Interior(1)1-0-8 to 7-2-8,Exterior(2)7-2-8 to 10-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 5=147,2=271. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 0 WARNWG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design vcdu for use only with MiTek®connectors.Ns design Is based only upon paaneters shown,and Is for an indhAduai building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorprxate this design Into the overall bulding design. Bracing Indicated Is to prevent buckling of pldh4clu l miss web aril/or c"d members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal k#xy and property damage. for general guidance regarding the fabrication storage,delivery,erection dad bracing of trusses and buss systems seeANSI/1PII Crudity Crltwlo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. SdNy IrdormaBon avallabie from Truss Plate Institute,218 N.tee Street Suite 312,Alexadria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB 713422211 J170769 Cot Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:02 2018 Page 1 I D:sjNcllcssOLPigrXlzTGvCzdN5d-i?eDAd5UwIkDLotvXR_TAX?64wOgXg3Hg4yQxmzdMVp I -2-D-D 4-3-8 8.7-010-7-0 2-0-0 4-3-8 43-8 2-40 Scale=1:24.5 4x4= 5 T 7.00 F12 3x6 7 g 3xs 11 3 2 71 8 Li 1$ 1 1 4x10 II 1.5x412 119 1.5x411 1.5x411 4x10 II 20= 2x4= 8-7-0 8-7-0 _ Plate Offsets(X,Y)-- [2:0-3-8,Edge],[2:0-1-9,Edge],[3:0-5-4,0-1-0],[7:0-5-4,0-1-01,[8:0-3-8,Edge],[8:0-1-9,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vart(LL) -0.02 9 Fit 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.03 9 ntr 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Wind(LL) 0.01 9 ntr 120 Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 8-7-0. (lb)- Max Horz 2=-96(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)12,10 except 2=-205(LC 12),8=-205(LC 12) Max Grav All reactions 250 Ib or less at joint(s)2,8,11,12,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 4-3-8,Comer(3)4-3-8 to 7-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10 except (jt=1b)2=205,8=205. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekm connectors.INs design is lx]sed only upon parameters shown,and Is for an Individual building component,not . a truss system.Before use,the bullding designer must verify the alyglcabillty of design parameters and properly Incorporate this design into the overall b always resigned for Bracing bll�and i o prevpreventent tAickl with fpry3ivke udg truss web and/or chord members orgy. Additional temporary and permanent tracing MiTek• personal Injury and property domdXle. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I CuaNy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salley Irrformallon avallabte from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB T13422212 J170769 CO2 Common 1 1 Job Reference(optional) ` Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:02 2018 Page 1 I D:sjNcllcssQLPigrXlzTGvCzdN5d-i?eDAd5UwlkDLotvXR_TAX?7AwyiXghHg4yQxmzdMVp 2-0-04-3-8 8-7-0 10-7-0 2-0-0 4-3-8 4-3-8 2-0-0 Scale=1:23.7 4x4= 3 7.00112 15 14 16 13 4 � 2 I� 6 1 3x4= 1.5x4 11 5 3x4= 4-3-8 8-7-0 4-3-8 4-3-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.03 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=430/0-3-8,4--430/0-3-8 Max Horz 2=105(LC 11) Max Uplift 2=-225(LC 12),4=-225(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-383/115,3-4=-383/115 BOT CHORD 2-6=0/291,4-6=0/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,interior(1)0-11-2 to 4-3-8,Exterior(2)4-3-8 to 7-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 2=225,4=225. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wifh MITekU connectors.This design Is based oNy upon parameters shown,and is for an Individual!wilding component,not ' a truss system.Before use,the building designer must verify the applk;ablity of design parameters and properly Incorporate this design Into the over,, building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members orgy.Ac altional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible person,injury and property damage. For general guidance regarding the fab6c-atlon,storage,deilvery,erection and bracing of trusses and truss systems,se,-ANSI/IPI I Quollly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Irdonnaton avallable from Trus Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB T13422213 J170769 J01 Diagonal Hip Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:03 2018 Page 1 I D:sjNcllcssOLPigrXlzTGvCzdN5d-ABCbNz66h2s4yyS559VijkYFVKEHG3bO2kh_TCzdMVo -2-9-15 5-0.14 9-10-1 2-9-15 - 5-0-14 - - 4-9-2 4 Scale=1:28.1 NAILED NAILED 12 4.95 FIT NAILED 1.5x4 NAILED 3 q 11 rn Ji 64 4 NAILED NAILED 10 2 13 14 15 6 1 3x6 NAILED NAILED NAILED 5 NAILED NAILED NAILED 3x4= 9-10-1 9-10-1 Plate Offsets(X Y)-- 12:0-2-7,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.32 6-9 >364 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.51 6-9 >228 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:43 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 4=128/Mechanical,2=461/0-4-9,5=269/Mechanical Max Horz 2=239(LC 8) Max Uplift 4=-1 08(LC 8),2=-343(LC 8),5=-80(LC 8) Max Grav 4=128(LC 1),2=632(LC 28),5=345(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-603/183 BOT CHORD 2-6=-264/516 WEBS 3-6=-564/289 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas wher@ a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b) 4=108,2=343. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:10=51(F=26,B=26)12=-62(F=-31,B=-31)13=72(F=36,B=36)14=7(F=3,B=3)15=47(1`_24,B=-24) Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10,)3/2015 BEFORE USE Design valid for use only with MITekO connectors.1Ms design Is based only upon parameters shown,and Is for on irKJMdual[wilding component,not a truss system.Before use,the buliding designer must verify the appllcabllty of design parameters and properly Incor«orate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web aid/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Inpay and property damage. For general guidance regarding the fabricatlort storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iM I eaatity Criteria,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safely Information available frau Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type City Ply Dean Russell-Alfaro Addt-JB T13422214 J170769 J02 Corner Jack 6� 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:04 2018 Page 1 I D:sjNcllcssOLPigrXlzTGvCzdN5d-eOmzbJ7kSM_xa61 les 1 xFy4TSkhH?agZHORXOfzdMVn -2-0-0 1-0-0 , 2-0-0 1-0-0 Scale=1:10.9 3 7.00 F12 2 d m 3x4= 4 1 1-0-0 1-0-0 Plate Offsets(X,Y)-- [2•Edge 0-0-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:7lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-30/Mechanical,2=266/0-3-8,4=-51/Mechanical Max Horz 2=98(LC 12) Max Uplift 3=-30(LC 1),2=-275(LC 12),4=-51(LC 1) Max Grav 3=53(LC 12),2=266(LC 1),4=85(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except Qt=1b) 2=275. Thomas A.Albani PE No.39380 tvliTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. March 7,2018 V WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.faMaOIS BEFORE USE. Design valid for use only with MITek0 conneclois.This design Is t.ised only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indlcaled is to prevent buckilg of individual truss web and/or chard members only.Additional ternporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke Eeal Blvd.tabrk:atkn,storage,deMnand bracing erecta aracing of trusses and truss systems,seeANSI/TN I Coolly Criteria,DSB-89 and BCSI BulrBng Component Tampa,FL 33610 Safety infomralon a valla ble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexarxida,VA 22314. Job Truss Truss Type Qty Ply Dean Russell-Alfaro Addt-JB 713422215 J170769 J03 Corner Jack B 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:05 2018 Page 1 ID:sjNcllcssOLPigrXlzTGvCzdN5d-6aKLof8MDg6oCFcUCaYAo9deC8?Zkl4j W 2A4Y5zdMVm -2-0-0 3-0.0 2-0-0 3-0-0 Scale=1:16.8 3 7.00 12 vn g 1 ry 2 Y 4 8 1 2r _ 3-0-0 r 3-0-0 Plate Offsets(X,Y)-- [2:0-5-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 tVa n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 3=51/Mechanical,2=260/0-3-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-182(LC 12) Max Grav 3=58(LC 17),2=260(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=182. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: March 7,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII.7473 rev,10MV2015 BEFORE USE. Design valid for use only with MITekO connectors.ThIs design Is based only upon parameters shown.and Is for an individual buNdirg component,not a truss system.Before use,the building designer must verity the app4icab/1ty of design parameters and property incorporate this design Into the overall W1 t building design.Bracing wKsicated Is to prevent bucuing of tndnwlud truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is ahvays required for stabelty and to prevent collapse with poss@Me personal hW and property damage. For general guidance regarding the fabrication,storage,detivery,erection and bracing of trusses and inks systems,seeANSI/TPI l Quality CdWia,DSB-89 and SCSI SuMdfng Component 6904 Parke East Blvd. Safety Information avallable from Truss Ptate Institute.,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Dean Russell-Alfaro Addt-JB r 713422216 J170769 J04 Corner Jack 6 1 Job Reference(aphorist) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:05 2018 Page 1 ID:sjNcllcssOLPigrXlzTGvCzdN5d-6aKLof8MDg6oCFcUCaYAo9den8yvkl4j W 2A4Y5zdMVm -2-0-05-0-0 2-0-02.0 -0-0 5-0-0 Scale=1:22.5 3 7.00 12 n dC6 N 8 2 1 2x5= 4 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 4-7 >822 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPf2014 Matrix-MP Weight:20 ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=107/Mechanical,2=318/0-3-8,4=52/Mechanical Max Horz 2=193(LC 12) Max Uplift 3=-79(LC 12),2=-1 73(LC 12) Max Grav 3=118(LC 17),2=318(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Ot=lb) 2=173. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 7,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekO connectors.this design Is based only upon urometers shown,and is for,xr ifxJP dual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorix,v rW this design Into the overdl building design. Bracing Indicated is to prevent buckling of i df0dual truss web and/or chord members only. Addlfiorvll lon irx cxy and permanent bracklg MiTek Is always required for sic"Ify and to prevent collapse with possible personat>luay and nd property damage. for general guidance regaxdirlg line 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPll Oualty Criteria,DSB-89 and BCSI Building Component Safety IrdarmaBon avalcle from Truss Poole Institute,218 N.Lee Street Suite 312,Alexordrb,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Dean Russell-Alfaro Ack t-JB 713422217 �J170769 JOS Jack-Open � T 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Mar 7 08:54:06 2018 Page 1 ID:sjNcllcssQLPigrXlzTGvCzdN5d-amujO?8_zEfpPBgmH3PKNAiNYFW TUKsliwe4XzdMV1 -2.0-0 7-0-0 2-0.0 7-0-0 Scale=1:28.1 3 7.00 F12 rp N 9 o V d 8 2 1 3x4_ 4 7-0-0 7-o-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 4-7 >595 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.26 4-7 >324 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=159/Mechanical,2=385/0-3-8,4=81/Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-123(LC 12),2=-176(LC 12) Max Grav 3=174(LC 17),2=385(LC 1),4=125(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 3=123,2=176. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: March 7,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10M2016 BEFORE USE. , Deslgrn valld for use only with MilekO connectors.This design is txiseat only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent LxacW MiTek. Is always required for stability and to prevent collapse with possible personal"and property damage. for general guidance regarding the fabrlcatim storage,delivery,erection and bracing of trusses and in=systems,seeANSI/1PII Quality Criteria,DSB-89 and BCSI BuUding Component 6904 Parke East Blvd. So"Intormalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-48 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1 C-1r 2 2. Truss bracing must be designed by an engineer.For 0-/1 r wide truss spacing,individual lateral braces themselves WEBS 4 may require bracing,or alternative Tor I 0 bracing should be considered. _ 0 3. Never exceed the design loading shown and never aV stack materials on inadequately braced trusses. 0 Q. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate e c�7 _� designer,erection supervisor,property owner and plates 0-1hd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 NUMBERS/LETTERS. software or upon request. 8, Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots, 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design, if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. ��s 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient, DSS-89: Design Standard for Bracing. MiTek� BCSI: Building Component Safety Information, 20.Design assumes manufacture In accordance with OL Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, I MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 r Builder: Job Information Dean Russell Custom Homes, Job#: J170769 364 Osceola Ave Jacksonville Beach, FL File#: (904)241-3334 r8 IS Salesman:Jason Brackin Designer: James Bratcher Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Alfaro Addition and Remodel Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/07/18 333 Plaza Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE I O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP I BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 A01 15-09-00 15-09-00 2 X 4 2 X 4 02-00-00 1 05-07-01 3 7.00 0.00 A02 15-09-00 15-09-00 2 X 4 2 X 4 02-00-00 06-01-03 1 7.00 0.00 A03 15-09-00 15-09-00 2X-4 2 X 4 02-00-00 05-07-01 1 7.00 5.00 B01 14-05-00 14-05-00 2 X 4 2 X 4 02-00-00 02-00-00 05-04-07 3 7.00 5.00 B02 14-05-00 14-05-00 2 X 4 2 X 4 02-00-00 02-00-00 05-08-08 2 7.001 5.001 B03 14-05-00 14-05-00 2 X 4 2 X 8 02-00-00 02-00-00 05-08-08 1 2 Ply 0.00 0.00 B04 07-10-08 07-10-08 2 X 4 2 X 6 00-09-12 3 7.00 5.00 B05 11-06-10 11-06-10 .2X4 2 X 4 02-00-00 05-08-08 1 7.00 0.00 C01 08-07-00 06-07-00 2 x 4 2 x 4.02-00-00 02-00-00 03-08-01 1 7.00 0.00 CO2 06-07-00 06-07-00 2 x 4 2 x 4 02-00-00 02-00-00 04-00-02 3 4.951 0.00 J01 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 05.06-08 6 7.00 0.00 J02 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 02-01-01 4� 6 7.00 0.00 J03 03-00-00 03-00-00 2 X 412 X 4 02-00-00 03-03-01 6 7.00 0.00 J04 05-00-00 05-00-00 2 X 4 2 X 4102-00-00 04-05-01 7 1 7.00 0.00 J05 07-00-00 07-00-00 2 X 4 2 X 4102-00-00 1 05-07-01 ITEMS QTY PL ITEM TYPESIZE LENGTH NOTES FT-IN-16 N-16 2 Hanger HGUS26-2 1 3 Hanger HTU26 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COQ MiTek S RE: J170769 - Alfaro Addition and Remodel - Ashley Ca MiTek USA, Inc. Site Information: 6904 Parke East Blvtd�.� Customer Info: Dean Russell Custom Homes, Inc Project Name: Alfaro Addition and 'em)&'?4 Model: Lot/Block: Subdivision: Address: 333 Plaza City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: Geoffrey W. Gartner License #: 59328 Address: 3010 S 3rd St. Ste C City: Jacksonville Beach State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 20 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 1 T12756993 1 A01 12/18/17 118 JT12757010J04 12/18/171 12 I T12756994 I A02 112/18/17 119 I T12757011 ;J05 112/1.8/171 13 I T12756995 I A03 112/18/17120 I T12757012 J06 112/18/171 14 I T12756996 I A04 112/18/17 I 15 1 T12756997 I A05 112/18/17 16 I T12756998 I A06 1 12/18/17 I SUBMISSION Rev oe o a 17 IT12756999 I A07 112/18/171 `fiReviewed NOEzceptons d Rejected 18 I T12757000 I B01 112/18/17 I [] 2 Reviewed EtxepWnsNoted ❑ s x,arntabwOr t 19 I T12757001 I B02 112/18/17 I ❑ 3 Revise&Resubmit 110 I T12757002 I B03 112/18/17 we.o .m or eer,ttal conlornan wrN t.e Vmlect rtywremer;tf indrrated.n Contract nc te 11 oao1 mIesdndeg, .eg,—enpeewntre.a�oMadrDee,wsnMaeert«eo� i,ea .�n�a:ttortorI11 712757003 604 12/18/17 en 12 712757004 605 12/18/17I arm fo tM+ate arm avc 1110 mf x on Dane TMs ev don not comme,tlr 13 1712757005 C01_ 12/18/17 I mets e,,to<m�q.e`><Werce,,ando,�aa.tie a�+e� era o ,.am �eentai lneret0.rmdtaetbe aok rasporerlN0.trd Ne cmr 114 I T12757006 I CO2 112/18/17 115 I T12757007 I J01 1121181171 date _ AMNSULTING,INC. � 116 I T12757008 I J02 112/18/17 I -necked by: 117 I T12757009 1 J03 112/18/17 I T; e: The truss drawing(s) referenced above have been prepared by .%% 1 11 If.. MiTek USA, Inc. under my direct supervision based on the parameters ` A ' provided by Manning Building Supplies. �`%�� •• • •S�<ce�2�'�� Truss Design Engineer's Name: Albani, Thomas 9380 My license renewal date for the state of Florida is February 28, 2019. _ IMPORTANT NOTE: The seal on these truss component designs is a certification = that the engineer named is licensed in the jurisdiction(s) .' � ngip' ST TE OF � s)identified and that the O . 44/ . designs comply with ANSI/TPI 1. These designs are based upon parameters .� .(�•••�` p ,�_ �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ',� • •R \O,.•C, filereferenMiTek. ce purpose ponly,and was not ect specific �takenon included into account sinfor the preparation customers ';i,S�ON these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: December 18,2017 Albani. Thomas 1 of 1 Job Truss Truss Type Qty r Ply Alfaro Addition and Remodel-Ashley Ca T12756993 J170769 A01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:34 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-94ps2O4OYN 1 sFt8QljJOmZZm1 Ly51 ZOYxl5V1yyegZ3 -2-0-0 5-0-0 12-6-12 20.1-8 5-0-0 7-6-12 7812 Scale=1:37.4 4x10= NAILED NAILED NAILED NAILED 1.5x4 1 NAILED NAILED NAILED 3 11 12 13 14 15 4 16 17 18 19 5 7.00 Fi2 2 nn nn nn fln nn H n on 8 20 21 22 7 23 24 25 26 1 30= 8x8_ NAILED NAILED NAILED 4x10— NAILED NAILED NAILED 6 — — 3x8 I I NAILED 5-0-0 12-6-12 20-1-8 5-0-0 7-6-12 7-6-12 Plate Offsets(X,Y)-- [3:0-7-8,0-2-01,[8:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, 3-5:2x4 SP 2250F 1.9E except end verficals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with t Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/Size) 6=1175/0-3-8,2=1205/0-3-8 Max Horz 2=171(LC 5) Max Uplift 6=-528(LC 5),2=-560(LC 8) Max Grav 6=1175(LC 1),2=1239(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-19811770,3-4=-2084/910,4-5=-2084/910,5-6=-1043/548 BOT CHORD 2-8=-759/1710,7-8=-760/1732 WEBS 3-8=2/478,3-7=-226/539,4-7=-697/536,5-7=-964/2162 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 528 Ib uplift at joint 6 and 560 Ib uplift at joint 2. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 Ib down and 202 Ib up at 5-0-0 on top chord,and 284 Ib down and 51 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,2-6=20 0 WARNNG-Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03!1015 BEFORE USE. Design vaild for use only with MITek<p)connectors.This design is based only ul—n I vc imeters shown.and is lot an individual building component,not a teas system.Before use,the building designer must verity the applicability•::4•: parameters and properly haxlxxate this design into the overdl brldng design.Bracing indicated is to prevent txtclding of hldNidrxl buss web and/or ctxxd members only.Additional temprxay,and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal Initay and properly damage. For general guidance regarding the fabrication,staage,delivery,erection and bracing of trusses and truss systems,seeANSi/TinI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely IMamalon available from Inas Rate Institute.218 N.Lee Street.State 312,AtexandrkL VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Alfaro Addition and Remodel-Ashley Ca 712756993 J170769 A01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:34 2017 Page 2 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-94ps2O4OYN1 sFtBQIjJOmZZml Ly51ZOYxl5V1yyogZ3 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=78(B)8=-113(B)11=-53(B)13=-53(B)15=53(13)16=-53(B)17=53(B)18=53(B)19=-56(B)20=32(B)21=32(13)22=-32(B)23=-32(B)24=-32(B) 25=-32(B)26=-33(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111147473 rev.14W)2015 BEFORE USE. Design valid for use only with MITeW connectors.this design Is based ohiy upon parameters shown,and Is for an Individual txlldiW comtx>nent.not . a truss system.Before use,the building designer must verity,the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addttlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and Iran systems-seeANSI/1VII Quality Critedo,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.lee Street Suite 312.Atexaxlda.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty • Ply Alfaro Addition and Remodel-Ashley Ca 712756994 J170769 A02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:35 2017 Page 1 I D:Hgv83cGXpzwDHu2OhYX07gy8h5W-dGNEGk5fJh9itl icbQgFJn6yulJcm09iAPr2aOy8gZ2 -2.1.07-0-0 13-6-12 20-1-8 2-0-0 7-0-0 6-6-12 6-6-12 Scale=1:36.9 4x7= 1.5x4 II 3x4= 3 14 15 16 4 17 5 7.00 12 13 12 2 1 8 7 6 30= 5x5= 3x8= 1.5x4 11 7-0-0 13-6-12 20-1-8 7-0-0 6-6-12 6-6-12 Plate Offsets(X,Y)-- [2:0-0-9,Edge],[3:0-5-4,0-2-4],[8:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CS]. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 6 n1a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-MSH Weight:104 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc puffins, BOT CHORD 20 SP Not except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. REACTIONS. (ib/size) 6=733/0-3-8.2=857/0-3-8 Max Horz 2=231(LC 11) Max Uplift 6=-377(LC 9),2=-381(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1066/427,3-4=-837/448,4-5=-837/448,5-6=-673/389 BOT CHORD 2-8=-517/843,7-8=-517/848 WEBS 3-8=0/287,4-7=-406/339,5-7=-497/968 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ff;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interlor(1)0-11-2 to 7-0-0,Extedor(2)7-0-0 to 11-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8r MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 377 lb uplift at joint 6 and 381 Ib uplift at joint 2. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 nw.MU312015 BEFORE USE. Design valid for use only with M11ek8 connectors.This design is txnsed only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall ;� building design. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temtr pofcxy and permanent acing M I lek' Is always required for stability and to prevent collapse with possible personal IrW and property damage. For general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pi I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormalbn available from Truss Plate Instflute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty • Ply Alfaro Addition and Remodel-Ashley Ca 712756995 J170769 A03 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:37 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-ZfV_gP6vgIPQ6Ls?jrsjOCBMdYwZEuE_dj K9eHy8gZO 2-0-0 4-3-9 81-8 10-11.8 15-4-12 20-1-8 2-r}0 439 3 9 15 2-10-0 4-5 4 4-8 12 Scale=1:37.9 4x4= 4 4x4= 1.5x4 11 5 3x4— 7 7.00 12 1.5x4 15 3 16 Cl) 14 2 61 1 10 9 8 3x5= 5x8= 3x4= 3x5= 8-1-810-11-8 20-1-8 8-1-8 2-10-0 9-2-0 Plate Offsets(X,Y)-- [2:0-5-8,0-0-6],[10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.18 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.37 8-9 >644 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 8 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:109 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.9-13 oc bracing. REACTIONS. (Ib/size) 8=733/0-3-8,2=857/0-3-8 Max Horz 2=228(LC 11) Max Uplift 8=-316(LC 9),2=-382(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1129/450,3-4=-930/396,4-5=-897/396,5-6=-1178(502 BOT CHORD 2-10=-548/1026,9-10=-553(1183,8-9=-447/821 WEBS 3-10=344/186,4-10=-263/708,5-10=-649/305,6-9.124/485,6-8=-957/491 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4f;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 8-1-8,Extedor(2)8-1-8 to 10-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 316 Ib uplift at Joint 8 and 382 Ib uplift at joint 2. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/03)1015 BEFORE USE. Design valid for use only with MllekO connectors.This design is txised only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property hcorporate this design Into the overall building design. Brachy Indicated Is to prevent bucldkg of Individual truss web and/or chord members only. Addil anal temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal hyay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of fusses and truss systems,see.ANSI/1P1 i Quality CrBwla,DSB-89 and BCSI Buldhg Componrrnt 6904 Parke East Bbd. Safety Information avaltabte from Tess Rate hsttlute.218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tanya,FL 33610 Job Truss Truss Type City • Ply Alfaro Addition and Remodel-Ashley Ca 712756996 J170769 A04 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:38 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-2r3Mul7XbcYHkURBGYOyxPkU6yJgzK88sN4iBjy8gZ? -2-0-0 4-3.9 8.1-8 11-10.0 15.10-0 20-1-8 2-0.0 4-3-9 3 9 15 3 8-8 40-0 438 Scale=1:39.9 4x4= 4 7.00 FIT 1.5x44x4= 2x4 11 5 3x4— NAILED 7 3 13 q N 2 13x4= 10 9 14 15 HTU26 NAILED 8 8x8= 3x4= 5x5= 8.1-8 11-10-0 20-1-8 r 8.1-8 3-8-8 8-3-8 Plate Offsets(X,Y)-- 110:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 8-9 >933 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.03 8 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, BOT CHORD 2x6 SP No.2'Except* except end verticals. 8-10:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 8=1273/0-3-8,2=971/0-3-8 Max Horz 2=214(LC 7) Max Uplift 8=-525(LC 5),2=-434(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1355/512,3-4=-1162/447,4-5=-1 147/446,5-6=-2113/829 BOT CHORD 2-10=-42011151,9-10=-755/2109,8-9=-599/1347 WEBS 3-10=-255/169,4-10=-312/898,5-10=-1405/597,5-9=-245/291,6-9=-283/919, 6-8=-1467/626 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;and vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 525 Ib uplift at joint 8 and 434 Ib uplift at joint 2. 7)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1 Odxt 1/2 Truss,Single Ply Girder)or equivalent at 16-3-12 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)'NAILED'indicates 3-1 Od(0.148'x3')or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5-54,5-7=-54,2-8=-20 Concentrated Loads(lb) Vert:13=-38(F)14=-593(F)15=23(F) V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.IOA" l S BEFORE USE. Design valid for use only with MiTek©connectors.Ibis designs based only q-t i parameters shown,and is fa an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing InclIcated is to prevent buckling of individual truss web and/a chord members only.Addltbral temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse w,#h possible personal kyury and property damage. For general guidance regarding the fci ricatim storage,delivery,erection and bracing of trusses and hues systems,seeANSt/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Rate Institute,218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type City , Ply Alfaro Addition and Remodel-Ashley Ca 712756997 J170769 A05 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:38 2017 Page 1 I D:Hgv83cGXpzwD Hu2OhYX07gy8h5W-2r3M ul7XbcYHkU R BGYOyxPkYpyH rzSg8sN4i Bjy8gZ? -2-0-04-3.9 8-1-8 11-11-7 16-3-0 2-0-0 4 3 9 39.15 39.15 4-39 Scale=1:34.0 4x4= 4 7.00 12 1.5x4 41� 15 16 1.5x4 i 3 5 17 14 6 2 n Io 7 1 3x4= 3x8— 3x4= 8-1-8 16-30 8-1-8 8-1-8 Plate Offsets QX Y)-- [2:Edge,0-0-41,[6:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.15 7-10 >999 160 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MSH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 6=594/Mechanical,2=720/0-3-8 Max Horz 2=160(LC 11) Max Uplift 6=206(LC 12),2=-337(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-920/374,3-4=-737/301,4-5=-735/313,5-6=-911/393 BOT CHORD 2-7=-2591757,6-7=-273/751 WEBS 4-7=165/541,5-7=-327/212,3-7=-341/192 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 8-1-8,Extehor(2)8-1-8 to 11-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 lb uplift at joint 6 and 337 Ib uplift at joint 2. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUOEO MITEK REFERA NCE PAGE MIL 7473 rev.laW,2e15 BEFORE USE. Design valid for use oNy with Milek6 connectors.]his design Is based only upon parameters shown,and is for cn individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall txAdIng design. Bracing Indicated Is to prevent buckling of Individual truss web ad/or chard members only. Additional temporary and permanent bracing M[Te k Is always required tot stability and to prevent collapse with possible personal klbay and property damage. For general guAda ce regarding the 1,itxkcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information avaltabie from Truss Plate Institute,218 N.Lee Street Sulle 312,Alerrandrto,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty - Ply Alfaro Addition and Remodel-Ashley Ca T12756998: J170769 A06 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:39 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-W2dl5589Mvg8MeOOgGvBTdGepMggiwBH51 pGj9y8gZ_ -2-0-0 7-0-0 9-3 0 16-3-0 2.0 0 7-0.0 2 3 0 7-0-0 Scale=1:30.0 4x4= 4x4= 3 4 7.00 F12 is 16 4 14 5 2 Io 7 6 1 1.5x4 11 1.5x4 11 3x4= 3x4= 7-0.0 9-3 0 16.3-0 7-D-0 2-3-0 7-0-0 Plate Offsets(),Y)-- [2:0-0-9,Edge),[5:0-0-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.25 6-10 >795 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:67 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 5=594/Mechanical,2=720/0-3-8 Max Horz 2=142(LC 11) Max Uplift 5=206(LC 12),2=-337(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-802/347,3-4=-705/376,4-5=-798/357 BOT CHORD 2-7=-193/614,6-7=-193t618,5-6=-192/614 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opst;h=25ft;B=45ft;L=24tt;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 7-0-0,Exterior(2)7-0-0 to 9-3-0,Interior(1)13-5-15 to 16-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 Ib uplift at joint 5 and 337 lb uplift at joint 2. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/OY2015 BEFORE USE. Design valid for use only with Milek(ED connectors.This design Is based only upon parameters shown,and Is for an imilviduol binding component,not a truss system.Before use,the building designer must verity the applicalAtty,of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buctdhtg of Individual truss web and/or chord members only.Additional temporary aid permanent bracing M[Te k Is always recored for stablitty,and to prevent collapse with possible personal"and property damage. For general guidance regarding the fabrlcotkxn,storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI1 Guailty Criteria,DSB-89 and SCSI SuBdkrg Component 6904 Parke East Blvd. Safety Intormatlon available from Truss Rare Institute,218 N.Lee Street Sulte 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Alfaro Addition and Remodel-Ashley Ca 712756999 J170769 A07 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:40 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-_EA7JR9n7Do?zobaOzQQOgpkhm38RMaRJhZpEcy8gYz 2-0-05-0.0 11-3.0 16-3.0 18-3-0 2-0-0 5-0-0 6-3-0 5-0-0 2-0-0 Scale=1:33.5 4x10= NAILED NAILED 4x4= 3 13 14 15 16 4 7.00 12 5 2 la 8 17 18 7 6 1 3x4 2x4 II NAILED NAILED 3x4. 3x4= 5-0-0 11-3-0 _ 16-3-0 5-0-0 6-3-0 5-0-0 Plate Offsets(X,Y)-- j3:0-7-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.2 REACTIONS. (Ib/size) 2=989/0-3-8,5=989/0-3-8 Max Horz 2=118(LC 24) Max Uplift 2=-477(LC 8),5=-477(LC 8) Max Grav 2=1047(LC 29),5=1047(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1582/585,3-4=-1359/537,4-5=-1580/582 BOT CHORD 2-8=-440/1393,7-8=-440/1413,5-7=-427/1355 WEBS 3-8=-1/432,4-7=0/431 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4f;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 Ib uplift at joint 2 and 477 Ib uplift at joint 5. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 202 Ib up at 5-0-0,and 138 Ib down and 202 Ib up at 11-3-0 on top chord,and 284 Ib down and 51 Ib up at 5-0-0,and 284 Ib down and 51 Ib up at 11-1-15 on bottom chord. The designtselection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-20 Concentrated Loads(lb) Vert:3=-78(F)4=-78(F)8=-1 13(F)7=-113(F)14=53(F)15=-53(F)17=-32(F)18=-32(F) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with Mnek6 connectors.This design is Lased only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designef must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracA ng M l Tek• Is always required for stabitiy and to prevent collapse wilh possible personal InJury and property damage. for general guidance re{lrxdtrxl the fatrk:atknn,storage,delivery,erection and bracing of trusses aid truss systems,se,-ANSI/TPI I Quality Criteria,DSB-09 and SCSI Building Component 6804 Parke East Blvd. Safety Information available from Truss Plate kutifute,218 N.Lee Street,Sulte 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty N Ply Alfaro Addition and Remodel-Ashley Ca T12767000 J170769 B01 Scissor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 16:46:412017 Page 1 I D:Hgv83cGXpzwDHu2OhYX07gy8h5W-SQkVW ngPuXwsbyAmyhxfY2MzR9LUAmkaYLINm2y8gYy 2-0-07-2-8 14-5-0 _ 12-4 0 -2_0_0 0-0 7-2-8 7-2 8 2-0-0 Scale:3/8'=1' 44= 3 7.00 F12 t3 14 6 5x5= 3x4% d N 4 2 5.00 F,2 I$ 3x4-- 5 1 3x4 3x4 7-2-8 14-5-0 7-2-8 7-2-8 Plate Offsets(X,Y)-- [2:0-2-15,0-1-1),[4:0-2-15,0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.25 6-12 >705 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.18 4 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 20 SP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=645/0-3-8,4=645/0-3-8 Max Horz 2=154(LC 11) Max Uplift 2=-003(LC 12),4=-303(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1744/364,3-4=-1733/348 BOT CHORD 2-6=-167/1582,4-6=-170/1587 WEBS 3-6=-119/1368 NOTES- 1)Unbalanced roof live loads have been Considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-0-8,Interior(1)1-0-8 to 7-2-8,Extedor(2)7-2-8 to 10-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2 and 303 Ib uplift at joint 4. 0 WARNWG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.l aW,2015 BEFORE USE. Design valld for use only with Miieku connectors.This design is based oNy upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building ng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing hndicated Is to prevent buckling of irxilvklual trurss web ad/or chard members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal h W and property damage. For general guidance regarding the fabricatlofL storage,delivery,erection and bracing of trusses and inns systems,seeANsl/rpil Quaft Criteria,DSB-69 and BCSI Bukung Component 6904 Parke East Blvd. ScWy Information available from It=Plate Institute,218 N.Lee Street.Su tte 312,HlexcaxLkl VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Alfaro Addition and Remodel-Ashley Ca 712757001 A 70769 B02 Scissor Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:42 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-wcltk7A2fg2jD6IyVOSu5Fu6UZhOvAFjn?2wJ UyBgYx -2-0-07-2-8 14.5.0 16-5-0 2.0-0 7-2-8 7-2-8 2-0-0 Scale:3/8'=1' 4x4 II 3 7.00 F12 6 6x6= 3x4 rn 0 N 13 4 2 30 Special 5.00 12 Ig 3x10 i 5 1 3x10 7-2-8 — - — — — — _ 14-5-0 7-2-8 7-2-8 Plate Offsets MY)— [2:0-4-0,0-1-8),[4:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.31 6-9 >557 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.22 4 rola n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:71 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=1038/0-3-8,4=735/0-3-8 Max Harz 2=154(LC 24) Max Uplift 2=-476(LC 8),4=-342(LC 8) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2413/490,3-4=-2440/496 BOT CHORD 2-6=-297/2320,4-6=-273/2263 WEBS 3-6=-316/2085 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 476 Ib uplift at joint 2 and 342 Ib uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)482 Ib down and 228 Ib up at 2-8-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,6-7=-20,6-10=-20 Concentrated Loads(lb) Vert:13=-482(F) 0 WARNING-YaUr deelgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.laN12015 BEFORE USE. Design valid for use only with MITek®conrxx:tors.this design Is 1xi"i only upon parameters shown,and Is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall bulding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M?ek' Is always required for stability and to prevent collapse with posse personal WW and property damage. For general guidance regarding the fabricatim storage,delivery,erection and bracing of trusses and muss systems,seeANsi/TPIi Quality Criteria,DSB-09 and SCSI Building Component 6904 Padre East Blvd. Safety Information avWabte from TnsS Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty - Ply Alfaro Addition and Remodel-Ashley Ca 712757002 J170769 B03 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep/5 2017 MiTek Industries,Inc. Fri Dec 15 15:46:44 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-s?Qe8pCIBSIRSPuLdpUMAg_VjNLQNB50EJX1 NNy8gYv 5-0-0 5-0-0 Scale=1:9.7 3x6= 3x6= 1 2 71 d 5 HTU26 6 HTU26 3 4x7— 4x7= 4 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.05 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL .10.0 Code FBC2017(rP12014 Matrix-MR Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=652/Mechanical,3=502/Mechanical Max Horz 4=-23(LC 19) Max Uplift 4=-259(LC 4),3=-208(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-504/212 BOT CHORD 3-4=-221/504 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 Ib uplift at joint 4 and 208 Ib uplift at joint 3. 7)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max starting at 1-0-12 from the left end to 3-0-12 to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,3-4=-20 Concentrated Loads(lb) Vert:5-403(F)6-402(F) Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1OA32015 BEFORE USE ' Design valld for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual birlding component,not a truss system.Before use,the building designer must verity the aprAlcabiity of design parameters and properly Incorporate this design kilo the overall bolding design. Bracing Indicated Is to prevent budding of IrxihridrK.A truss web and/or chord members only. A,ddlbrnil temporary and permanent bracing MiTek. Is always required for sfdnllly and to prevent collapse wtth possible personal WW and property damage. For general grddance regarding the fabricatbn,storage,delivery,erection ani bracing of trusses and truss systems,seeANSI/TPI I QLKdty Criteria,OSS-89 and BCSI Building Component 6904 Parke E-1 Blvd- i Safety Information avaliabte from Truss Plate Institute,218 N.Lee Sleet Suite 312,Alexaruirla,VA 22314, Tampa.FL 33610 Job Truss Truss Type Qty • Ply Alfaro Addition and Remodel-Ashley Ca 712757003, J170769 B04 Scissor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:45 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-KB_OM9DwyIQ14ZTXBW ObjuW egniS6cTATZGavpyBgYu 4-5.10 1141-2 13-8-2 4-5-10 7-2-8 2-0-0 Scale=1:29.9 4x4= 3 7.00 F12 14 4x4 i 2 15 6 1 5x5= 3x4 a Q N raja 6x6 II 5.00 F12 4 Ig -g 5 3x4 4-5-10 11-8-2 4-5-10 7-2-8 Plate Offsets(X Y)-- [1:0-0-7,0-1-71,[4:D-2-15,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.13 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 6-13 >564 180 BCLL 0.0 Rep Stress incr YES WB 0.18 Horz(CT) 0.08 4 rola n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2.4-12 REACTIONS. (Ib/size) 1=422/Mechanical,4=554/0-3-8 Max Horz 1=-140(LC12) Max Uplift 1=-134(LC 12),4=287(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 151/298,3-4=-1124/262 BOT CHORD 1-6=-77/987,4-6=-84/1009 WEBS 3-6=-67/852 NOTES- 1)Unbalanced roof five loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave-oft;Cat. 11;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-10,Exterior(2)4-5-10 to 7-5-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)4 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 Ib uplift at joint 1 and 287 Ib uplift at joint 4. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103MI5 BEFORE USE. Design valid for use only with MllekO connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent bx:klhlg of inclMdual truss web and/or chord members only.Additional temp<xay and permanent biasing M[Te k Is always required for stability and to prevent collapse with possible personal Ir1pry and property damage. for general guidance regarcling the 6904 Parke East Blvd. fabr cation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component Soley Irdormallon available from Truss Plate Institute.218 N.Lee Street Sulte 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Alfaro Addition and Remodel-Ashley Ca 712757004' J170769 B05 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:46 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-pOYOZUDYj3Y9ij2kkEXgF53nxAzXrOWidO8SFy89Yt -2-0-0 7-2-8 14-5-016-5.0 2-0 0 7-2-8 7-2-6 2-0 0 Scale=1:31.5 40= 3 1.5x4 11 1.5x4 11 20 21 6 8x8 5x5= 6x8 7.00 12 1.5x4 11 1.5x4 11 d N 19 4 2 s.00 12 to 4x7 s 1 4x7 7-2-8 14-5-0 7-2-8 7-2-8 Plate Offsets(X Y)-- 12:0-4-5,0-0-8],[2:1-9-9,0-2-91,14:0-4-5,0-G-81,[4:1-9-9,G-2-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.24 6-13 >702 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.48 6-13 >352 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.39 4 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (Ib/Size) 2=626/0-3-8,4=501/0-3-8 Max Horz 2=-130(LC 10) Max Uplift 2=292(LC 12),4=226(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2246/497,3-4=-2250/490 BOT CHORD 2-6=-366/2179,4-6=-365/2177 WEBS 3-6=-291/1862 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi--0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 7-2-8,Exterior(2)7-2-8 to 10-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 292 Ib uplift at joint 2 and 226 lb uplift at joint 4. 9)No notches allowed in overhang and 20000 from left end and 20000 from right end or 12'along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. 0 WARNAVG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek<v connectors.This design is based only upon parameters shown,and Is for an Individual txlilding component not a toss system.Before rase,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of kxdN[dud toss web and/or chord members only. Additional temporaryand permanent rxacing MiTek. Is always required for stability and to prevent collapse with porde personal ktJrry and property damage. for general guidance regcxding the fabrication,storage,deiNery,erection and bracing of trusses and truss systems,see.ANSI/TPI I Quality Critwia,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intomnallon avalable,from inks Plate institute.218 N.lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Alfaro Addition and Remodel-Ashley Ca 712757005 J170769 C01 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:46 2017 Page 1 I D:Hgv83cGXpzwDHu2OhYX07gy8h5W-pOYOZUDYj3Y9ij2kkEXgF53uTA7lr5xJidOBSFy8gYt 2-0-04-3-8 B-7-0 10-7-0 2-0-0 4-3-8 4-3-8 2-l}0 Scale=1:23.7 4x4= 3 7.0012 15 14 16 13 4 2 I� 6 1 30= 1.5x4 11 5 3x4= 4-3-8 8-7-0 4-3-8 4-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Waif Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.03 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:38 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.2 REACTIONS. (Ib/size) 2=430/0-3-8,4=430/0-3-8 Max Horz 2=105(LC 10) Max Uplift 2=-225(LC 12),4=-225(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-383/115,3-4=-383/115 BOT CHORD 2-6=0/291,4-6=0/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)•and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-3-8,Exterior(2)4-3-8 to 7-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 Ib uplift at joint 2 and 225 Ib uplift at joint 4. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND MVCLUDED MITEK REFERANCE PAGE MN-7073 rev.141032015 BEFORE USE Design valid for use only vAth MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not ��• � a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this cieslgn into the overall lxtldktg design. Bracng indicated Is to prevent buckling of individual truss web and/or chord members oNy.Additional ternrrxary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible peroral ktJusy and property damage. For general guidance rc�:lading the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informahon available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty, • Ply Alfaro Addition and Remodel-Ashley Ca 712757006 J170769 CO2 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:47 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-Ha6mngEAUNg?Jtdwlx23oJc27aXUaYYTwHlh_y8gYs 2-0-04-3-8 8-7-0 10-7-0 2-0-0 43-8 4.3-8 2-0-0 Scale=1:24.5 4x4= 5 1.5x4 II 1.5x4 11 B 4 26 II 3 7 2x5 II 7.00 F12 8 2 I$ 9 1 4x10 11 1.Sx41111 1.5x4111 1.5x41 4x10 11 2x4= 20= 8-7-0 8-7-0 Plate Offsets(X,Y)-- [2:0-1-9,Edge],12:0-3-8,Edge],13:0-1-14,Edge],[7:0-1-14,Edge],[8:0-3-8,Edge],[8:0-1-9,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 9 rVr 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.03 9 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 8 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.01 9 n/r 120 Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 8-7-0. (lb)- Max Horz 2=-96(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)12,10 except 2=-229(LC 12),8=-229(LC 12) Max Grav All reactions 250 Ib or less at joint(s)2,8,11,12,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 4-3-8,Corner(3)4-3-8 to 7-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIIrPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0.0 oc. 6)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10 except (jt=lb)2=229,8=229. 9)No notches allowed in overhang and 20000 from left end and 20000 from right end or 12"along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. 0 WARNM/G-Yerfry design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with Milek8 connectors.lhis design is Lxjs�d only upon parameters shown,and is for an individual Wilding component,not a truss system.Before use,the"cling designer must verify the al,,plicabllty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Arkilti-,nal temporary and permanent bracing MI ek• Is always required for stability and to prevent collapse with possible personal okay and property damage. For general guidance regarding the fabdcatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/m l Gualty Cdteda,DSE-89 and Ill BulkNng Component 6904 Parka East Blvd. Safety Information available from Iruss Plate Institute,218 N.Lee Skeet,Suite 312,Alexanci ta,VA 22314. Tampa,FL 33610 Job 7J0'u Truss Type City , Ply Alfaro Addition and Remodel-Ashley Ca 712757007 J170769 Jack-Open 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:48 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-Imf8_AFoFgosx1 C6sfZIKW8EK_oGJ?4c9xVEWeyBgYr -2-0-0 5-0-0 2-00 5-0-0 Scale=1:22.5 3 7.00 F12 N tD t7 dm N 8 2 4 1 2x5= 5.0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 4-7 >822 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=107/Mechanical,2=318/0-5-8,4=52/Mechanical Max Horz 2=193(LC 12) Max Uplift 3=79(LC 12),2=-173(LC 12) Max Grav 3=118(LC 17),2=318(LC 1),4=87(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=173. 0 WARNfN6-VM/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekV connectors.This design is txmed only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the appilcabilty,of design parameters and property Incorporate this design Into the overall briding design. Bracing kxxcated Is to prevent budding of I ndivicdual truss web and/or chard members only. Addllonal tempaay and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabdcatim storage,delivery,erection and bracing of husses and tnlss systems,se.eANSI/TPI i Qua/ly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaMon available from Truss Plate Institute,218 N.bee Street Suite 312,Alexandria,VA 22314. Tampa.PL 33610 Job Truss Truss Type Qty • Ply Alfaro Addition and Remodel-Ashley Ca 712757008 J170769 J02 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:48 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-Imf8_AFoFgosxl C6sfZIKW8EI_rwJ?4c9xVEW8y8gYr -2-0-0 3-0-0 2-0-0 30.0 Scale=1:16.8 3 7.00 12 9 2 4 8 1 2r = 3-0.0 30.0 Plate Offsets(X,Y)-- [2:0-5-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=51/Mechanical,2=260/0-3-8,4=1B/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=182(LC 12) Max Grav 3=58(LC 17),2=260(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb) 2=182. V WARNING-Verity design parsn eters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekO connechxS.INS design is[xIsed only ul x nl pxrameters shown,and Is for an indiNduai I milding component,not a truss system.Before use,the building designer must verify the at 4-4icabllity of design parameters and properly incorrxrate,thls design Into the overall building design.Bracing Indicated Is to prevent buckling of Individual Inks web and/or chard members only. Additional temporary and permanent bracing MOW Is always required for sto"Ity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrk:atkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety irNormaBon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312 Adexanci ta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty - Ply Alfaro Addition and Remodel-Ashley Ca T12757009'! J170769 J03 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:49 2017 Page 1 I D:Hgv83cGXpzwDHu2OhYX07gy8h5W-DzDXCW GRO_wjZBnJQM4XtkhPVOC62SKIObEo2ay8gYq -2-0-0 1-0-0 2-0-0 1-0-0 Scale=1:10.9 3 7.00 F12 2 ro d 3x4= 4 1 1.0-0 1-0-0 Plate Offsets(X,Y)-- [2:Edge,0-0-41 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-30/Mechanical,2=266/0-3-8,4=-51/Mechanical Max Horz 2=98(LC 12) Max Uplift 3=-30(LC 1),2=-275(LC 12),4=-51(LC 1) Max Grav 3=53(LC 12),2=266(LC 1),4=85(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8m MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Ot=1b) 2=275. 0 WARNING-Va-W design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE IN1.7473 rov.l V03/2015 BEFORE USE. Design valid for use only with MITekG-connectors.This design Is based only upon parameters shown,and Is for an lndlvidual building component,no, a truss system.Before use,the building designer must verify the appilcabllty of design parameters and properly hcorpoiate this design Into the overall buldhng design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Adclt"-al ternporary ancd permanent tracing M iTe k Is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatic,ft storage,delivery,erection and bracing of trusses and truss systems,sooANSI/TPil Quality Criteria,DSB-89 and ill Bukding Component 6904 Parke East Blvd. Sdety,Information avalcrt>te from Truss Ptate Institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty - Ply Alfaro Addition and Remodel-Ashley Ca 712757010' J170769 J04 Diagonal Hip Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:50 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-h9nvPsG3ml2aAKMVz4bmQxDUkoRPnuMvdF_Lb 1 y8gYp -2-9-15 3-7-15 7-0-2 2-9.15 3-7-15 3-4-3 Scale=1:22.0 4 NAILED NAILED 11 4.95 12 1.5x4 3 NAILED NAILED 10 2 12 13 6 NAILED NAILED 1 3x5— NAILED NAILED 3x4 5 7-0-2 702 1 Plate Offsets(X,Y)-- [2:0-0-2,0-0-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.18 6-9 >467 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 6-9 >409 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:32 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.2 REACTIONS. (Ib/size) 4=86/Mechanical,2=344/0-7-0,5=109/Mechanical Max Horz 2=191(LC 24) Max Uplift 4=-69(LC 24),2=-307(LC 8),5=-35(LC 5) Max Grav 4=101(LC 17),2=492(LC 28),5=211(LC 23) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-424/60 BOT CHORD 2-6=-112/316 WEBS 3-6=348/123 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Qt=lb) 2=307. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:10=51(F=26,B=26)12=72(F=36,B=36)13=7(F=3,B=3) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312019 BEFORE USE. Design valld tot use only with MI IekO conneclois.TMs design Is base i only upon Parameters shown,and Is lot an kldlvidu❑I I vildii x component,not e� a truss system.Before use,the building designer must verify the appilcablity of desIW paameters and property Incorpor(rb•It its I,-sign Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. AddMorvA ter nrxxcxy and permanent brach, M[I o k Is always required for stability and to prevent cottapse with possible personal injury and property damage. For general guidance regadhfg the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSM1 Quality Criteria,DSB-89 and SCSI BuldkV Component 6904 Parke East Blvd. Safety Information avclic"e from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty • Ply Alfaro Addition and Remodel-Ashley Ca 712757011 J170769 J05 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:50 2017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-h9nvPsG3ml2aAKMVz4bmQxDZBoJ1nvJvdF_LblyegYp 4-5-0 4-5-0 1.5x4 11 Scale=1:17.5 3 2 7.00 FIT 1 8 5 HTU26 414=HTU26 4 2x4 11 4-5-0 4-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.07 5-7 >670 180 BCLL 0.0 ' Rep Stress Incr NO W13 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-12 oc bracing. WEBS 20 SP No.2 REACTIONS. (Ib/size) 1=855/0-3-8,5=613/Mechanical Max Horz 1=104(LC 8) Max Uplift 1=280(LC 8),5=-259(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=280,5=259. 6)Use Simpson Strong-Tie HTU26(20-1 Od Girder,11-1Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max starting at 0-5-12 from the left end to 2-5-12 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-14,1-4=-20 Concentrated Loads(ib) Vert:7-579(B)8=-574(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekG connectors.lids design is based oNy upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building deslgnet must verify the applicability of design parameters and properly incorrxxate tints design into the overall building design. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stabllty and to prevent collapse with possUe personal tnluy and property darnage. Fa general guidmce regarding the falxk:atlonstorage,delivery,ereeflon and bracing of trusses and truss systems,seeMSI/IPII QuaYty Crtterla,DSB-89 and SCSI ButitYng Component 6904 Parke East Blvd. Solely IMomnaMan available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' City - Ply Alfaro Addition and Remodel-Ashley Ca 712757012' J170769 J06 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 15:46:512017 Page 1 ID:Hgv83cGXpzwDHu2OhYX07gy8h5W-9LLHdCHhXbARoUxhXn7?y9ml_BgsWMg2ruju7Ty8gYo -2-0-04-5-0 2-0-0 4-5-0 Scale=1:20.8 3 7.00 12 Y .A N N B 2 2x5= 4 1 4-5-0 4-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rUa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=92/Mechanical,2=300/0-3-8,4=43/Mechanical Max Horz 2=179(LC 12) Max Uplift 3=-66(LC 12),2=-1 73(LC 12) Max Grav 3=101(LC 17),2=300(LC 1),4=76(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=173. Q WARN6VG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1 M3@015 BEFORE USE Design valid for use only with Ml lekU connectors.]his design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verity the applInabllty,of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of in llvklud truss web and/or chard members orgy. Additional temporary and permanent bracing MDeW is always required for stability and to prevent collapse with possible persorx9 Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/1PI1 Quality Criteria,DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalkible from lnus Plate Instilute,218 N.Lee Street,Suife 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-brocing,is always required. See BCSI. 1 r CI)z c 2 s 2. Truss bracing must be designed by an engineer.For wide truss spacing, lateral WEBS Nc, may require racing,oindividual aces themselves alternative Tor c � _; C 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate �" " csb 0 designer,erection supervisor,property owner and Plates 0-'h4' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not applicable for PLATE SIZE ICC-ES Reports; use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and Is the width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice Is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber values 14.Bottom chords require lateral bracingat10ft.spacing, 9 Y or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.install and load vertically unless indicated otherwise. Min size shown is for crushing only. .� 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front back words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. x is not sufficient. MiTek BCSI: BuildingComponent Safe Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, S RPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Builder: "IS1 Job Information Dean Russell Custom Homes, Job#: J170769 364 Osceola Ave Jacksonville Beach, FL File#: (904) 241-3334 (8 Salesman:Jason Brackin Designer: Ashley Casey Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Alfaro Addition and Remodel Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 12/15/17 333 Plaza Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 A01 20-01-08 20-01-08 2 X 4 2 X 6 02-00-00 04-05-01 1 7.00 0.00 A02 20-01-08 20-01-08 2 X 4 2 X 4 02-00-00 05-07-01 1 1 7.001 0.00 A03 20-01-08 1 20-01-08 2 X 412 X 4102-00-00 06-02-15 1 7.00 0.00 A04 20-01-08 20-01-08 2 X 4 2 X 6 02-00-00 06-02-15 1 7.00 0.001 A05 16-03-00 16-03-00 2 X 4 2 X 4 02-00-00 06-02-15 1 7.00 0.00 A06 16-03-00 16-03-00 2 X 4 2 X 4 02-00-00 05-07-01 1 7.00 0.00 A07 16-03-00 16-03-00 2 X 412 X 6 02-00-00 02-00-00 04-05-01 5 7.00 5.00 B01 14-05-00 14-05-00 2 X 4 2 X 4 02-00-00 02-00-00 05-08-08 ® 2 7.00 5.00 B02 14-05-00 14-05-00 2 X 4 2 X 6 02-00-00 02-00-00 05-08-08 1 0.00 0.00 B03 05-00-00 05-00-00 2 X 4 2 X 6 00-10-06 2 7.00 5.00 B04 11-08-02 11-08-02 2 X 4 2 X 4 02-00-00 05-08-08 1 7.00 5.00 B05 14-05-00 14-05-00 2 X 4 2 X 4 02-00-00 02-00-00 05-04-07 1 7.00 0.00 C01 08-07-00 08-07-00 2 X 4 2 X 4 02-00-00 02-00-00 04-00-02 1 7.00 0.00 CO2 08-07-00 08-07-00 2 X 412 X 4,02-00-00 02-00-00 03-08-01 12 7.00 0.00 J01 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 04-05-01 6 7.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 0343-01 6 7.00 0.00 J03 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 02-01-01 3 4.95 0.00 J04 07-00-02 07-00-02 2 X 412 X 4 02-09-15 04-04-08 1 7.00 0.00 J05 04-05-00 04-05-00 2 X 4 2 X 6 02-11-04 1 7.00 0.00 J06 04-05-00 04-05-00 2 X 4 2 X 4 02-00-00 04-01-00 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 8 Hanger I HTU26 MAP SHOWING BOUNDARY SURVEY OF LOT 16, BLOCK 11, ACCORDING TO THE PLAT OF PLAT A,T NCO.. 1 S UBM rS rON "A .. A TLA NTM BEACK AS RECORDED IN PLAT BOOK 5, PAGE(S) 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 17, LOT 15, BLOCK 11 LOT 13, BLOCK 11 BLOCK 11 1/2' 49.89' (M) 1 CERTIFIED TO: IRUNDERPIPE 50' (R) 0.1' IRON PIPE BAMBOO o 1. o.,' IN BAMBOO WILLIAM ERIC ALFARO AND J If KELLY F. ALFARO, 0.1' 0.6' NAVY FEDERAL CREDIT UNION, 1.4 � ti 0.2' FIRST AMERICAN TITLE INSURANCE COMPANY, s3• °+.�° OSBORNE & SHEFFIELD TITLE SERVICES, LLC, WILLIAM LOVE AND NANCY LOVE LOT 16, BLOCK 11 0.7' OVER UNE w6 o DID a • 0 11.6' 5.8' V 0.7' 32.5' VER UN W W Y Y i.4' `uZ O O �i m oa rwM pn aOD m \ gn I�i poNO 1IT a <nwz r OW o s � oo ,.7 ,,oG. r �. IR 00 V32.5' 6.0' � a - COVERED TILE ll TILE 0.3' y STEPS uj z M k 350.08' (M) If 350' (R) 4.5'_ CONCRETE WALK, 1/2" -1 . 1PLAZA 1,2. IRON PIPE ' 5/8• IRON PIPE (THICK WALL) 50 (00.`R) REBAR (80' RIGHT OF WAY) (CNR) FLOOD ZONE"X"- AREAS DETERMINED TO BE OUTSIDE THE 0.276 ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X(SHADED)" - AREAS OF 0.270 ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRMNAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. v E y 0 GENERAL NOTES: 'Q 1. ANGLES ARE SHOWN ON THIS SURVEY. J s 2- STRUCTURE NO. =-SHOVM HEREON UES WITHIN FLOOD ZONE-X-AS BEST DETERMINED FROM F.E.M.A FLOW MAPS PANEL NO.409 DATED 06-03-2013 ASSOCIATED SURVEYORS INC. 3. THIS DETERMINED. 4. SURFACE SURVEY ONLY. THE EXTENT OF UNDERGRW ND FOOTINGS, PIPES AND UTILITIES. IF ANY, NOT 4. .IURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY LAND & ENGINEERING SURVEYS 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE W NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE. COVENANTS. B.R.L.'S r 3846 BLANDING BOULEVARD RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES. ETC. 6. THE HEAVY LME SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. JACKSONVILLE, FLORIDA 322107. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 904-771-6468 AC : AIR CONDITIONER 7 L RKBUILDING RESTRICTION LINE PSM PROFESSIONAL SURVEYOR 6 MAPPER tr• nr AI m 1^15MATIn►1 kin 1 0 /V7nr.ARi7 F — - .1171 n7Nr TTr