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2434 Seminole Rd RESO19-0030 Garage Addition rt="''Jr , RESIDENTIAL OTHER PERMIT PERMIT NUMBER '' 'lib' ,1� RES019-0030 ; CITY OF ATLANTIC BEACH -‘-... i..:—. ISSUED: 12/17/2019 800 SEMINOLE ROAD �`'Js ," V ATLANTIC BEACH. FL 32233 EXPIRES: 6/14/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL OTHER SINGLE OR 2434 SEMINOLE RD TWO FAMILY RESIDENTIAL GARAGE ADDITION 14' x 16' $26000.00 OTHER TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 168354 0150 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: GAMEL CONSTRUCTION 1223 TRAILWOOD DR NEPTUNE BEACH FL 32266 CO., INC. OWNER: ADDRESS: CITY: STATE: ' ZIP: RICHARD BOEHME 2434 SEMINOLE RD ATLANTIC BEACH FL 32233-5928 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Illr LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 12/17/2019 1 of 2 --, - . ,, �t) "s" `'`%' RESIDENTIAL OTHER PERMIT PERMIT NUMBER 7 I= L. `� RES019-0030 � :: s, CITY OF ATLANTIC BEACH ,� ISSUED: 12/17/2019 800 SEMINOLE ROAD Awl �� ATLANTIC BEACH. FL 32233 EXPIRES: 6/14/2020 , I 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc., Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL i Notes: All runoff must remain on-site. Cannot raise lot elevation. FEES ••' DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $185.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $92.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.16 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.78 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $409.44 Issued Date: 12/17/2019 2 of 2 s�Ltr City of Atlantic Beach APPLICATION NUMBER n kdik,..;.„04 Building Department (To be assigned by the Building Department.) '" 800 Seminole Road I Atlantic Beach, Florida 32233-5445 R ES 619—OCA O Phone(904)247-5826 • Fax(904)247-5845 ii !.0. E-mail: building-dept@coab.us Date routed: l t l t City web-site: http://www.coab.us 111 APPLICATION REVIEW AND TRACKING FORM Property Address: 7134 g FM ik.)0GC Department review required Yes No GNey\Ef Applicant: . CC- O.YT tanning &Zoning Tree Administrator Project: '�A QAG,G Public Works! Iic Utilitie Publ afety 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: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 E-0 01`�-. , Building Permit Application OFFICE COPY Updated 10/9/18 tii City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY %=j�` IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us r� Job Address: ` M,/J 8 Li cSEO ,�c)AA A71. /teff Permit Number: • L _ .111 —00 0 Legal Description LD-1 2 1D i i'1S I(0/J 3 fic1JA2, ) 17234E 6-44 5rRE# /(,,g 3g /-0/5-O Valuation of Work(Replacement Cost)$ 2-4,1 OOp Heated/Cooled SF Non-Heated/Cooled 22)( • Class of Work: ❑New ErAldition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): DCommercial C3ltesidential • If an existing structure,is a fire sprinkler system installed?: DYes ❑1(o • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) 21‘ Describe in detail the type of work to be performed: G AI&{ t / J/-r/ci1 //xh. Florida Product Approval# for multiple products use product approval form Property Owner Information Name !G1-! )) ,Ldtf1 f� G Address 1310 ( 3 /�Jt S. STE I`10A City 3a,c cit State ft., Zip 32 2.,.s-c> Phone 70 4- ?/(.. -23 ) le E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information / J / Name of Company C.1 -PV �°o1SS I T 1,c �T 6' Qualifying Agent 1-144.1i IC- L-: cwt,it -/, -TA— Address 122-3 `r ekif-C-30OD D2 City NeO' 34.14 State T(- Zip 32-246 Office Phone ?J Z'/ 3700 9 Job Site Contact Number 9°'I-S&A " 0 41(145 State Certification/Registration# C 6 CO z-b 2-.0 1 E-Mail G'7t1(4,LLC�NS iP-i-)GT/v lCd CTM,4/L-GDi4 Architect Name&Phone# Engineer's Name&Phone# C,piitiS Set-46d 0:e-1A) 5-A-&O „SiAoz- c/s(-L -CA./b/#074101-5 Workers FA 6-/,) IZ-/'- Workers Compensation Insurer OR ExemptExpiration Date /-S -Zd Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO1 O ICE OF COMMENCEMENT. Nature of Owner or Agent)a, ,,.. _. ii. Signature of C ractor) Q Signed and sworn to( r affir a-. b e me this y of Si^gnned a..��d, sw� orn to or„affirmed)before me this O- day of idon pl.s re of o ary) 4.‘")N,440. ':,"""' ALEXIOUS GAMEL NEWMAN Personally Known 0 —, a ALEXIOUS GAMEL NEWMAN Personally Known OR —?.. [ )Produced Identifica ,, .1 Notary Public-Stale of Florida [ l Produced Identification tilt �+ry Public.Stale of Florida Type of Identification: i'? __'_',re.• Commission R GG 021467 Type of Identification: • �r Commission/GG 6!1,67 120 oa•o• My Comm.Expires Aug 15,2020 ”%;."'r . � , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ti _ —fe: � ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 11/25/2019 Permit#: RES019-0030 Site Address: 2434 SEMINOLE RD Review Status: Denied RE#: 168354 0150 Applicant: GAMEL CONSTRUCTION CO., INC. Property Owner: RICHARD BOEHME Email: gamelconstruction@gmail.com Email: Phone: 9042417009 Phone: 2484205445 9048680449 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. Requesting that a revision be submitted for the garage roof frameover details for the new garage be submitted from the EOR. 2 copies. 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: 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. Revision Request/Correction to Comments **ALLINFORMATION rs r1��i%:• HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. ow- 800 Seminole Rd, Atlantic Beach, FL 32233f /Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: K�SCO (C� -003C Revision to Issued Permit OR ''1 Corrections to Comments Date: /2-—/o—/q Project Address: 2`73,L S'G �.�1 DLc Zb Contractor/Contact Name: 1 A-i✓44 At erL— Contact Phone: OV— —014.49 Email: 624714e---1— C.0rsS72-)e:-ii6ti � c a'4-' L. Ce4 Description of Proposed Revision/Corrections: fi -Ai4//i.iGTa L'.t 1 Gam. �j /�( I T,affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) DEC 102019 • WWill Proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: Building Department City of i Inntic reach, FL • Wild roposed revision/corrections add additional increase in building value to original submittal? L7No ❑*Yes (additional increase in building valu : $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: <//' —eY/ (Office Use Only) Lt Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments GO/I/ac" 7 1� i I-- s..p To h Cavy 12#%/i Si o r\ Y pvy .rpv. Department Review Required: uildin fling&Zoning Reviewed By Tree Administrator Public Works Public Utilities /6' '? Public Safety Date Fire Services Updated 10/17/18 City of Atlantic Beach APPLICATION NUMBER Js04 Building Department (To be assigned by the Building Department.) C)'- 800 Seminole Road R ES _ I q ¶1 Atlantic Beach, Florida 32233-5445 ` 1 O Phone(904)247-5826 • Fax(904)247-5845 —rin 9 E-mail: building-dept@coab.us Date routed: It ES (q City web-site: http://www.coab.us 111 APPLICATION REVIEW AND TRACKING FORM Property Address: ❑Z( 34 S Fm 1A301_,67 Department review required Yes No (--� Building Applicant: P rr a e,C)i0<%T tanning &Zonin Project: CM Tree Administrator �G (�PUbIic Works `u.lic Utilitie Public a e y 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 ci 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: // I I 1 TREE ADMIN. Second Review: Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0 511 9/201 7 Sl:L`Jf� City of Atlantic Beach APPLICATION NUMBER . ),, Building Department OEC (To be assigned by the Building Department.) 800 Seminole Road 'f ` 1 Esc _Oc O Atlantic Beach, Florida 32233-5445V Ar NOV p 1 ` / Phone(904)247-5826• Fax(904)247-5845 p 209 Date routed: l / l (CR City q� E-mail: building-dept@coab.us !!! City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 71 24 S RM twc 1 Department review required Yes No ((� Building Applicant: C-1�m a ( ,c1 S fanning &Zoning Tree Administrator Project: 2.(��G Public Works tic Utilitie Public a e y 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: I tikpproved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING � Reviewed byJ-�o 11G�6 Jloi9✓;.,_Date: �(=��,.,`f TREE ADMIN. � Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS ti Date: Application#: /— s� /9 —,4!) 3G Project Address: Q2 V3/ 5:2/// r/7�/� CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. ❑ Apron (Commercial driveways—6"thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage ❑ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑ Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed.TOP ❑ Must provide a topographic (TOPO)survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 4f-X-4,;44 Wei-Ve-ebV at" a ,;. E = Vf rko kte , Atiatii#4, 1Y1z Pfira -aottrt) AzY A6 �'ar� �y ear � }`3r /rf /60-Thsr SyLy; City of Atlantic Beach APPLICATION NUMBER jt #" nr),, Building Department (To be assigned by the Building Department.) tc 800 Seminole Road C S oI 9_Do 0 " �� Atlantic Beach, Florida 32233-5445 R l- l Phone(904)24,7-5826 • Fax(904)247-5845 i S). E-mail: building-dept@coab.us Date routed: I t / t (CI City web-site: http://www.coab.us 11! APPLICATION REVIEW AND TRACKING FORM Property Address: 74 34 2 FM I/uC�(.,C= Department review required Yes No Building Applicant: N'Yve C,CVO ` 'Fanning &Zoning_ Tree Administrator Project: A 2 G, Public Works Public a e y 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. F 'Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING — ��� //—/g�� Reviewed by- Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • , MEJUZPRY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: ©E,if-M t:' Permit # Re Si g Oa 32 Project Address: 24-34 Se P641/.67 I .) A Ti-v,,sri c Ems/ (---4, 3 14.33 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding. Category/Subcategory Manufacturer Product Description 1 Limitation of Use State# Local# A.EXTERIOR DOORS l 1. Swinging 2. Sliding Pe-t.tA .rm.Pca4.0a- .$ i24.0(.4.. 3. Sectional GLo PAy rSter,oil qL. book AltStntl - [5'2- r. /-s- 4.Roll up , 5. Automatic , 6. Other , B.WINDOWS -- 1. Single hung ?Etc-P. 2x 12 to d z ,i 3 2.Horizontal slider Pri4 t.� i h •,ei,f,4 i`1 z�°y-. 1 3. Casement ISG�� MAE.zaiiA ...___4l29$7. L......, - 4.Double hung p LL.k 1 te pe&/iA -11 I z,oyl) • 11 5.Fixed 7Et-i-q .;r,viP�;tviA- # i2 1, V 6. Awning Pfo-A 1-rt PG'al/,k -*/293S. f 7. Pass-through 8. Projected ' 9.Mullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory 1Manufacturer Product Description 1Limitation of Use State# Local# C. PANEL WALL _ 1. Siding 0 .4?/A.c, ►.iDc,:a6 0: ;>c/ -7-A.0 a c: 54ra,s;:vc z, 5',f),0-,6., = t-; 2. Soffits .-TAMers, R.I.) Sc....C6.1--21)41 ic:c..S, $ a 2. A p 3. EIFS """'""' 4. Storefronts _. 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco , 11. Other , D. ROOFING PRODUCTS 1. Asphalt shingles 2.Underlayments !";t,, I- C.. .(.1 t,4,- .5 e. A l _ 3. Roofing fasteners 4.Nonstructural metal roof ,,, i3e AP..,DO:: j?,;,a¢-i4,6,-/,ti e[A c• k'.06,f P,4 6,.sa{ !r' "!i 5. Built-up roofing iA1..,ft,, , .,,,i'1 t-?.,.,,.A= r.,,/(, ./.4 GAt,)A(>r 4%4, „ Mcltid2. ;r / /F:,,A «, " /1 c. t•7• .,... .. 6. Modified bitumen • f.. , //4v,01(, '. / „ rr; . .:`,,i4)4,7,,,,,, ar/ 7te,1,, i 7. Single ply roofing ---- 8. Roofing tiles + 9. Roofing insulation 4 , 10. Waterproofing 11. Wood shingles/shakes .. 12. Roofing slate 13. Liquid applied roofing --1 1 14. Cement-adhesive coats •f opt X,0 A,\11) - I At,�t 1-'F,,f d r.:tri.Act s, c°e,,,,„-/,A/6.s ..� r.v,,,,;t.i t,;, 11 r cr6.-n. r 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory I Manufacturer Product Description imitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor -,���r{ � :� ���;, c; ;t �,f:� : .,/ 2. Truss plates /410-0,, lei 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds •13. Other / a 06.Se✓.S _Az0,1,1e S..10-0c.441-A-1.- C/ApoPPPS :it I`Pet G. SKYLIGHTS 1. Skylight �e:I.a f\ cluck f n [.,)n,4,ntvM Ct.- c.-1 1) f xr. A V'J - 1. 1-1S1 2. Other 411111.111111111111111111114Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) .~, .i9.J V- /.. c,.;A M �.Cia-� P. � (Signature) JL CoCompany Name: Cn r�,ALt � Lrc.,t�a�R �-E 461,-) Cat pna•' y Mailing Address: 111.; -1"11.4. 014.> City: Ai(-2 Alr:;;. J rF c:-d‘ State: 1 Zip Code: S Telephone Number: ("I `( ) ‘,S c' I V,* Fax Number: ( 904- ) 0 0 • Cell Phone Number: (go'( ) $t, <(, E-mail Address: GNI t to>t a,; re FICE ..4t Builder: Job Info: Frank Gamel Job: J190446-R File# Sales: David Price Design: James Bratcher Page: 1 of 1 Job: Report&Del. Date: Boehme Garage Manning Building Supplies Rep. Date: 7/9/2019 Atlantic243Seminole Rd FL 11155 Phillips ParkwayDr. E Beach FL 32233 P Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB LABEL DIAGRAM PLY PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT (3-03-11) A01 1 4/12 2-07-15 16-00-00 2 x 4 2-00-00 2-00-00 - - - - (3-07-11) A02 ..- 3 4/12 2-11-15 16-00-00 2 x 4 2-00-00 2-00-00 - - - - (1-03-11) J01 4 4/12 7-15 1-00-00 2 x 4 2-00-00 - - - - (1-11-11) J02 4 4/12 1-03-15 3-00-00 2 x 4 2-00-00 - - - - (2-07-11) J03 4 4/12 1-11-15 5-00-00 2 x 4 200-00 (3-03-11) J04 2 4/12 2-07-15 7-00-00 2 x 4 2-00-00 - - - - (3-03-07) J05 2 2.83/12 2-07-12 9-10-01 2 x 4 2-09-15 - - - - 20 3-07-11 133.68 7/9/2019 10:58:55 AM James Bratcher-JB7262 1 of 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: J190446-R - Boehme Garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa. FL 33610-4115 Customer Info: Frank Gamel Project Name: . Model: . Lot/Block: . Subdivision: . Address: 2434 Seminole Rd, . City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 132 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 7 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17548610 A01 7/9/19 2 T17548611 A02 7/9/19 3 T17548612 J01 7/9/19 4 T17548613 J02 7/9/19 SHOP DRAWING / SUBMITTAL REVIEW 5 T17548614 J03 7/9/19 ©APPROVED 0 APPROVE WITH CHANGES NOTED 6 T17548615 J04 7/9/19 7 T17548616 J05 7/9/19 ❑REVISE AND RESUBMIT ❑REJECTED SUBMITTAL YAWS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY THE CONTRACTORB FORE CONFIRMINGTOLERANCE CLEARANCE,QUANTITIES,FABRICATION AND CORRELATING IS DIMENSIONSRESPONSIBLE AT FOR PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH CONTRACT DOCUMENTS. By, (� Date: -w Sabo Structural Engineering, LLC Jacksonville Beach, FL 32250 ttli The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. `- �� ii.i�� under my direct supervision based on the parameters .`�O�PS A. q<e'�i, provided by Manning Building Supplies. `.`,`�,.•\G•E•NS .;9,� '0, •Truss Design Engineer's Name: Albani, Thomas = --cc�c�:o • My license renewal date for the state of Florida is February 28, 2021. • cc IMPORTANT NOTE:The seal on these truss component designs is a certification 1. STATE OF .' L/ that the engineer named is licensed in the jurisdiction(s)identified and that the 0••, •�/1/ designs comply with ANSI/TPI 1. These designs are based upon parameters %'<\ c/ P 4 shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �,� '• O R,1• O,. �•,�� TRENCO's customers given to MiTek or TRENCO. cerplect urpo eecific only,land wason not takendis for MiTek's orinto account in the �' 5 �N A;�?‘`` preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Thomas A.Albani PE No.39380 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: July 9.2019 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Boehme Garage T17548610 J190446-R A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 MiTek Industries,Inc. Tue Jul 9 10:01:38 2019 Page 1 I D:p2Pdz?Ij NHzPJ4LMyxITUpz_B18-n3jJnFER2j ENZVp6G3A7E7dF1 j8vFryDW_wMi4yzgah -2-0-0 7-0-0 I 9-0-0 16-0-0 18-0.0 2-0-0 7-0-0 2-0-0 7-0-0 2-0-0 Scale=1:32.9 Special 4x10 = Special 5x5= 3 4 4.00 FY ,r, N 1` 1i- c: ri N yr 2 B i 5 N ; As `- s Ia 01 e t 8 7 k e 3x4= 1.5x4 3x4= 3x4= Special Special 7-0-0 9-0-0 16-0-0 7-0-0 200 i 7-0-0 Plate Offsets(X,Y)-- [2:0-1-14,Edge],[3:0-5-8,0-2-0],[5:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.12 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.23 8-11 >836 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1175/0-7-10,5=1175/0-7-10 Max Horz 2=-55(LC 23) Max Uplift 2=-549(LC 8),5=-549(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2576/921,3-4=-2421/912,4-5=-2578/920 BOT CHORD 2-8=-743/2393,7-8=-743/2419,5-7=-743/2395 WEBS 3-8=-0/507,4-7=-4/509 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(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. ``II1111111/,�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� S A. �Ii 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 ,�• �P q�B �i� will fit between the bottom chord and any other members. ,,• ,eO•'�G•E N d'••'9470 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • •• • F ••, / 2=549,5=549. No 39380 • 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)195 lb down and 272 lb up at • * T. 7-0-0,and 195 lb down and 272 lb up at 9-0-0 on top chord,and 332 lb down and 54 lb up at 7-0-0,and 332 lb down and 54 lb up at 8-10-15 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). ="9: �y cc '. 0 _ �� LOAD CASE(S) Standard 0 / �-- <(.14/..:: %- I 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 '� ` p;•• Uniform Loads Concentrated Loadsl1-3=-54,,3-4=-54, 4=-54,4-6=-54,9-12=-20 ',,,ei kyi N Al-�?�• Vert:3=-148(F)4=-148(F)8=-325(F)7=-325(F) 4I11111111� Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notME 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 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 truss systems,seeANSU1Pl1 Quality Criteria,DSB-$9 and SCSI Binding Component 6904 Parke East Blvd. Safety In formallonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job ' • Truss Truss Type Oty Ply Boehme Garage 717548611 J190446-R A02 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 MiTek Industries,Inc. Tue Jul 9 10:01:40 2019 Page 1 ID:p2Pdz?IjNHzPJ4LMyxtTUpz_B18-kSr3CxFiaKV5ppzUNUCbJYiemXg2jlzW zlPTnyyzgaf -2-0-0 8-0-0 16-0-0 18-0-0 2-0-0 8-0-0 I 8-0-0 2-0-0 i Scale=1:32.4 5x5= 3 '_ 4.00 12 13 14 r 4 yr 2 a u' r E_ 5 I6 61 I t t r o t & 6 t t 1.5x4 I I 3x4= 3x4= 8-0-0 16-0-0 8-0-0 I 8-0-0 Plate Offsets(X,Y)-- [2:0-2-10,Edge],[4:0-2-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.12 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.23 6-9 >825 180 BCLL 0.0 • Rep Stress lncr YES WB 0.08 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=702/0-7-10,4=702/0-7-10 Max Horz 2=61(LC 11) Max Uplift 2=-378(LC 12),4=-378(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1087/483,3-4=-1087/483 BOT CHORD 2-6=-322/977,4-6=-322/977 WEBS 3-6=0/362 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp ID;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)11-0-0 to 18-0-9 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 `��11511111i/1, ` 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� S A. I0 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 %•�O1�P q�B �4,j� will fit between the bottom chord and any other members. ,s% .••�G•E N S+•••IA. •� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • k ••• \, F ••. 2=378,4=378. No 39380 ' �. T. :� • ' IQ Z. -O••, � •. ," • < O • •� � . OR ' • \ ss • X111111 Thomas k Mani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/0.3/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Crlsda,DSI-$9 and SCSI Building Componint 6904 Parke East Blvd. SafMy Informaflanovoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ' Truss Truss Type Qty Ply Boehme Garage T17548612 J190446-R J01 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 MiTek Industries,Inc. Tue Jul 9 10:01:41 2019 Page 1 ID:p2Pdz?Ij NHzPJ4LMyxITUpz_B18-CeORQHGKLedyQzYhxBjgrmFuXxNMSDUfCy81 JPyzqae -2-0-0 1-0-0 l 2-0-0 1-0-0 Scale=1:6.8 3 1, 4.00 12 21 /,' 1 ' N A° 4 1 Qo 0° 0° 3x4= 1-0-0 1-0-0 Plate Offsets(X,Y)-- (2:0-1-2,Edgel 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) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:6 lb 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-19/Mechanical,2=261/0-7-10,4=-59/Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-19(LC 1),2=-309(LC 12),4=-59(LC 1) Max Gray 3=42(LC 12),2=261(LC 1),4=99(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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 lb uplift at joint(s)3,4 except(jt=lb) ,, 0111111111. S 1 111 q'''��I 2=30 � �G E N S Ce,9�li��• No 39380 it ON Pa- • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Quality Cite/k3,0511-89 and BCSI Molding Component 6904 Parke East Blvd. Safety Infonnaflonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ' Truss Truss Type Qty Ply Boehme Garage T17548613 J190446-R J02 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 Mitek Industries,Inc. Tue Jul 9 10:01:42 2019 Page 1 I D:p2Pdz?Ij NHzPJ4LMyXITUpz_B 18-grygdcHy6ylp276tVvE3Ozo3GKhxBgjpRcuarryzgad -2-0-0 3-0-0 I 2-0-0 i 3-0-0 Scale=1:10.2 I\( 3 \ 1 I 4.00 rii. v; R 2 d 8 0° 4 1 6° 3x4= 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >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 FBC2017/TPI2014 Matrix-MP Weight:12 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. (lb/size) 3=49/Mechanical,2=258/0-7-10,4=21/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-25(LC 12),2=-227(LC 12) Max Gray 3=49(LC 1),2=258(LC 1),4=46(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 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 20.0psf 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)Provide2 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2= ``,,`O %%1111111111Ig ''' 27. • • No 39380 T �; • Off. ,�i-" 711-*:-..117 ;=w ` .. „, ON Al- .%0 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.1003/2015 BEFORE USE. id• 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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,D3a-9 and SCSI Building Component 6904 Parke East Blvd. Safety Inform tlonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ' • Truss Truss Type Qty Ply Boehme Garage T17548614' J190446-R J03 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 Mitek Industries,Inc. Tue Jul 9 10:01:42 2019 Page 1 ID:p2Pdz?Ij NHzPJ4LMyxtTUpz_B18-grygdcHy6ylp276tVvE3Ozo3GKfi BgjpRcuarryzgad -P-0-0 5-0-0 I 2-0-0 5-0-0 Scale=1:13.8 3 4.00 ,2 N Y) r r n 2 4 1 zx5= 5-0-0 I 5-0-0 Plate Offsets(X,Y)-- [2:0-0-6,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=316/0-7-10,4=54/Mechanical Max Horz 2=135(LC 12) Max Uplift 3=-75(LC 12),2=-230(LC 12) Max Gray 3=106(LC 1),2=316(LC 1),4=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 4-11-4 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 20.0psf 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 truss to truss 5)Provide mechanicalfor connection b others)connections. tlof truss to bearingplate capable of withstanding100 lb uplift at joint(s)3 except t=lb %%001111111/u �` .S 1 A..i ll 2=230. SN • B (sZ% •�\GENS •• •2� • No 39380 3••. may '=•40111110111"...6� Thomas A.Abaci PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 t / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi-7473 rev.10N3d2015 BEFORE USE. ita• Design valid for use only with MiTekr5 connectors.This design is based only upon parameters shown,and is for on 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 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 truss systems.seeANSVTP11 Quality Colada,D5149 and SCSI luldtng Component 6904 Parke East Blvd. Safely Inlormadonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job ' • Truss Truss Type Qty Ply Boehme Garage 117548615 J190446-R J04 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 MiTek Industries,Inc. Tue Jul 9 10:01:43 2019 Page 1 ID:p2Pdz?IjNHzPJ4LMyxtTUpz_B18-81 WCryHatFtfgGh33clIwBKApkxDw6zygGd7NHyzgac -2-0-0 7-0-0 I 2-0-0 7-0-0 Scale=1:17.5 3 4.00 12 N N B ri N C,J N 2 1/ ,th1 A' 1 4 6' 0 0. 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.14 4-7 >589 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 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. REACTIONS. (lb/size) 3=159/Mechanical,2=383/0-7-10,4=82/Mechanical Max Horz 2=168(LC 12) Max Uplift 3=-119(LC 12),2=-245(LC 12) Max Gray 3=159(LC 1),2=383(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-11-4 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 20.0psf 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 r3=; dde2m24hanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) `,,,` S A� A,,/,'' �.`% G.EN <e,92.• No 39380 • OR ..** \ . i0iiss'O N �% Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/73/2015 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 o 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 temporory 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 truss systems,seeANSuTPI1 Quality Cdterla,DSB49 and ICSI Bolding Component 6904 Parke East Blvd. Safety InfonnaUonovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job . Truss Truss Type Qty Ply Boehme Garage T17548616 J190446-R J05 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.310 s Jun 11 2019 MiTek Industries,Inc. Tue Jul 9 10:01:44 2019 Page 1 I D:p2 Pdz?IjNHzPJ4LMyxtTUpz_B18-cD4a21I CeZ?W HQGGcKGXTOtJ 18GRfVn6uwNhwjyzgab -2-9-15 5-3-15 9-10-1 2-9-15 5-3-15 4-6-1 Scale:1/2'=1' NAILED 4 NAILED '—) 2.83 Fll 11 NAILED 1.5x4; ' NAILED 3 10 cm e� r: I ►� ce N n IiirigillillillillillillillilliiiiiIIIIIIIIIIIIIIIIIIIIII N 1 � NAILED 12 13 6 NAILED NAILED NAILED 3x4=5 3x6= NAILED NAILED 9.10-1 I 9-10-1 Plate Offsets(X,V)-- [2:0-1-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.23 6-9 >501 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.46 6-9 >255 180 BCLL 0.0 " Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=120/Mechanical,2=515/0-10-7,5=291/Mechanical Max Horz 2=188(LC 20) Max Uplift 4=-117(LC 4),2=-433(LC 4),5=-44(LC 4) Max Gray 4=120(LC 1),2=515(LC 1),5=306(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-756/334 BOT CHORD 2-6=-4021732 WEBS 3-6=-758/417 NOTES- 1)Wind:ASCE 7-10;VuIt=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(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. `,1111111111ii. 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 0" S A. <6. "it' will fit between the bottom chord and any other members. ,�� P .q e 'i 4)Refer to girder(s)for truss to truss connections. ♦ �O • Ci E•N '..-'14,'. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=1b) •� •• V� SF •• / °. 4=117,2=433. • i 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. = NO 39380 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 .........:....13%........:1:1 "O -, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 > F �(/: Uniform Loads(plf) O - ��(1 Vert:1-4=-54,5-7=-20 4i '� rated Loads(lb) Concent Vert:9=60(F=30,B=30)11=-59(F=-30,B=-30)12=2(F=1,B=1)13=-51(F=-25,B=-25) ,, • ''e kY ONAI-��.�`�``, 111111111111 Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 510-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSVIPl1 Quality Cdteda,DS$-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infoanaf anavoiloble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/a" Center plate on joint unless x, y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 (Drawings not to scale) Dama e or Personal In ur offsets are indicated. g y raMitDimensions are in ft-in-sixteenths. NIL 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. 1i 2. Truss bracing must be designed by an engineer.For 0' 1t wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I •IAi bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c -8 oa cs-a designer,erection supervisor,property owner and plates 0-1/i6 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. connectorlates. THE LEFT. P 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 MTek 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 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 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 .0, 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. lihII 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. =d reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111.11111110se 18.Use of green or treated lumber may pose unacceptable r1.M111 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 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. ® is not sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, Ill ITe ANSI/TPI 1 Quality Criteria, • Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 All claims for error or defective Q lie J J lie .� _W u`�, in Lu a� .Q � vo I must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Wall Height Legend = 9'1-1/211 = N/A = N/A I FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 NO EOR ON FILE This is a Truss Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection rvmnuny r:auuunry FooG000000�o L_ N/A 00000o0D000 O OOOOOOOOO❑ _ Supplies, Inc. 11155 Philips Parkway Dr E f = N/A +y, Approved truss anchor by builder. 2x4 minimum top and bottom chords. square cut overhangs. 12 4 � G 3-15116 18S Fax: (904)260-2981 i 11Z �„ Unless noted . 7.518 BRG. 12 Job# Typical Truss Ends V" Engineer of Record: FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 NO EOR ON FILE This is a Truss Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection rvmnuny r:auuunry Supplies, Inc. 11155 Philips Parkway Dr E Jacksonville, FL 32256 Phone: (904)288-8225 18S Fax: (904)260-2981 WVVW.M8S-C0RP.00M JAXTR USS@ M BS-CORP.COM Job# J190446 Customer: frank Gamel Project: Boehme Garage LOUSUb: Address_ 2434 Seminole Rd City,State: Atlantic Beach,FL Scale: N.T.S. Date: 7/9/2019 Designer: James Bratcher \\��IIIIIIIIIf/���/ l� ®1 i1�IIII 11Ia11�'\ CHRISTOPHER J. SABOURIN NOV 2 5 2019 FL PE NO 71461 CONNECT NEW FOOTING TO EXISTING W/2—#5 X 36 DOWEL BARS EPDXIED 6". 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. - 0 F3.0 CONNECT NEW FOOTING TO EXISTING W/2-#5 X 36" DOWEL BARS EPDXIED 6". FOUNDATION PLAN GARAGE ADDITION SCALE: N.T.S 8"x16" MASONRY LINTEL SEE 4/S2., __W OPENING IN CMU WALL. DO NOT DAMAGE -BOND BEAM. 8"x24" MASONRY LINTEL SEE 4/S2.2 EPDXY 1-#5 X 36" DOWEL TQ EXISTING FOOTING. WALL FRAMING PLAN GARAGE ADDITION SCALE: N.T.S 8d COMMON NAILS 2x72 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, AT 3" O.C.(TYP) FASTEN TO ROOF FRAMING BELOW w/ 4-3/.fi'x4" LAG SCREWS NAILS ROOF SHEATHING, AT EACH RAFTER. / OVERFRAME RAFTERS, SEE PLAN. ---_SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. EXISTING ROOF MEMBER. ROOF LEDGER F�/ SCALE. 3/4 _ 1 _p ROOF PLAN GARAGE ADDITION SCALE: N.T.S REVISION DEC 11 2019 BP#C=SO19- 0030 - DATE 1 Z ! 16 SIGhIED____ RI y w 7 J O O i 0) lit Z Ln <CN U W 1'.9 =L Q _N m <i cy' m I~ (n I Uunxd r� Q O - N rK Z u p:c__DZ) M 1— W U QD� x'00 v� Lel CONNECT NEW FOOTING TO EXISTING W/2-#5 X 36" DOWEL BARS EPDXIED 6". 4" CONCRETE SLAB w/ FIBERMESH ® 1.5 LBS/CU.YD. _ OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER I C F IN PREPARED GRADE. S 51.01 I , E I .r F3 CONNECT NEW FOOTING TO EXISTING W/2-#5 X 36" DOWEL BARS EPDXIED 6". FOUNDATION PLAN GARAGE ADDITION SCALE: N.T. S 8"x16" MASONRY LINTEL SEE 4/S2. __W OPENING IN CMU WALL. DO NOT DAMAGE -BOND BEAM. 8"x24" MASONRY-/ LINTEL SEE 4/S2.2 EPDXY 1-#5 X 36" DOWEL TO, £3USTING FOOTING. 0 I 0, 3 O WALL FRAMING PLAN GARAGE ADDITION SCALE: N.T.S OFFICE COP ROOF PLAN GARAGE ADDITION SCALE: N.T.S 5 40 plaff- /wr fsr >C. S A130 N0. CHRISTOPHER J. SABOURR4 STATS O - AUG 02 2019 z FL PE NO 71461 f/'eiJ \•`\~' 0 o� Z w __j Q z � N _ O N p p N O W Ln 00 .-. 06 O VuC.i o Gi Z n a o J O O �m z N U Ld U 1 O QLi mm7U) I vLnX C V Q U —� U` Qz o r t I II -W U (J�ryz Cn W I 12 :SEE ELEV. ;and ROOF LAYOUT 14i i i 1/2" DRYWALL = 1/2" F.T. NAILER — CURTAIN NAILER 2 X 4 P.T, 10 WINDOWS 1 X 8 P.T. m S.G.D. MARBLE STOOL 2 X 2 P.T FURRING A-1 FOIL INSUL ON EXT BLOCK WALLS 1 X 4 P.T. BASE NAILER WOOD BASE 4 GONG SLAB 6 X 6 10/10 W.W.M. 6 MIL VISQUEEN ° �• —°�7. TREATED COMPACTED CLEAN FILL - PRE ENGINEERED WD TRUSSES a 24" O.G. METAL ROOF PANELS PER MANUFACTURED SPECS x'15 ROOFING FELT 1/2" CDX SUBROOF - SEE ELEVATIONS FOR WALL HEIGHTS a — - — - — - ( TOP OF PLATE > 0 METAL DRIP EDGE ° 1 X 2 P.T. 1X8 FASCIA WITH ALUM. FACING NON -VENTED VINYL SOFFIT GONG. FILLED "U" BLOCK W/ 1 -*5 BAR CONT. PRECAST "U" LINTEL FILLED W/ 1 -*5 CONT, IN 2'-0" OVERHANG CONC, IF OVER 6'-O" OPENING WIDTH FRAMED WINDOW W/ SCREEN PRECAST GONG SILL 8 X a X lea CONC. BLOCK (1) "5 VERT. ROD m ALL LOCATIONS SHOWN CEMENTATIOUS STUCCO COATING OVER CONCRETE BLOCK 1/2" THICK GRADE ------------------- TOP OF SLAB 12" MIN DEPTH BELOW GRADE 5tt rvuN1J,4 i ivN TL -,w144 FOR ACTUAL SIZE AND COUNT '° ° ° o' °o' a . °o' 2 05 Rebar BAR REQUIREMENTS outlet FOR FOOTER switch NOTE: SEE ENGINEER S SPECS AND WALL SECTIONS FOR STRUCTURAL REQUIREMENTS TYPICAL WALL S ECt j N P i 01 2i West wear Elevation NEW GARAGE PL — S. — i P (P MAIN FIN FL GARAGE FIN FL METAL ROOF PANELS MATCH EXISTING PITCH, OVERHANG, SOFFITS 4 TRIM =1N FL \ MAIN FIN FL =1N FL \ GARAGE FIN FL WINDOW AND TRIM North Side Elevation TO MATCH EXISTING EXISTING GARAGE PL STUCCO FINISH TO MATCH STONE VENEER TO MATCH �- -------------------------------------------- 16,-0" ' O 1– South Side Elevation z 3 m O O d - ELECTRICAL COUNT SYMBOL Fluorescent fixture 2 outlet 3 switch 1 $ on 9'-'-"2�� PL Foundation Addition Addition Floor � Roof Framing ,odd itionl To ALIGN w, ., EXISTINCs FASCIA MATCH EXISTING PITGI-I, 224 SQ FT/ OVERHANG, SOFFITS d TRIM S' -I-1/2" PL TO ALIGN W/ EXISTING FASCIA �vlsion CA w �w N 0 Q w �Q �z=w QcNWA Q LL 51 UQ�c� U uazd q O O w owuw mad)Z 0N�Qp Qzw � 0.IDz� �Nw04a z ffAzz O p p w 0 0 VV 73 W � p >o�off U w U N (j 0 - LL LL v n� Q) Q) Ca Jt-11� OV l O V/ �[ U 0 J Q) F_ Q) JUO Ca� ctl VI m O Q) 0 Q � A 4L U 40 z - d z_ � U � SHEET A-2 '0�- � - vs- �,� -�