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44 Dewees Ave RESA21-0010 Int RemodelOWNER:ADDRESS:CITY:STATE:ZIP: SLATER THOMAS F 44 DEWEES AVE ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: MCANENY BUILDERS LLC 650 Park St JACKSONVILLE FL 32204 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169550 0000 OCEAN GROVE UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 44 DEWEES AVE #U RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION INTERIOR REMODEL AND ADDITION $460000.00 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. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. 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. 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. 1 of 2Issued Date: 6/23/2021 PERMIT NUMBER RESA21-0010 ISSUED: 6/23/2021 EXPIRES: 12/20/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $1560.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $780.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $36.60 STATE DCA SURCHARGE 455-0000-208-0600 0 $24.40 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $2,651.00 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 9 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 10 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 6/23/2021 PERMIT NUMBER RESA21-0010 ISSUED: 6/23/2021 EXPIRES: 12/20/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $2,701.00 RESA21-0010 Address: 44 DEWEES AVE #U APN: 169550 0000 $2,701.00 BLDG SUBSEQUENT PLAN REVIEW FEES $100.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $1,560.00 BUILDING PERMIT 455-0000-322-1000 0 $1,560.00 BUILDING PLAN REVIEW $780.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $780.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $61.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $36.60 STATE DCA SURCHARGE 455-0000-208-0600 0 $24.40 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R16159 $2,701.00 Printed: Wednesday, June 23, 2021 1:50 PM Date Paid: Wednesday, June 23, 2021 Paid By: MCANENY BUILDERS LLC Pay Method: CREDIT CARD 471908756 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16159 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RESA21-0009 Building Permit App,ication City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Updated 12/8/17 -~• \. t:n ►.1"')-t)l!lt;:>1 ~ C! (:. I IA...!. Job Address: l\L\ ~'E:fS A.VE. Permit Number: __________ _ Legal Description )5-02 -o".1 -2,,5-Z'"\'f.. DC.,li-t,t\.\ t-:uY>u~ t,,,)O \ Lo"f ~~ \ RE# \la'?\ 3-s::,Z.'2.Z Valuation of Work (Replacement Cost)$ 'ivO, ooo Heated/Cooled SF s,o 4:\C\ Non-Heated/Cooled 3,,0 '9 ', • ClassofWork(Circleone):-Repair Move Demo Pool ~ • Use of existing/proposed structure(s) {Circle one): Commerciaic:::i§sideniii) • If an existing structure, is a fire sprinkler system installed? (Circle one); Yes N~ • 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: ~~f1C.€. Krrc\t~.J A\\JD \;'1'11'1 c~~1N£~/ '1 A-tJ li1~ 5 A1'.19 VU)vy$l;INL1 f=ti-rO~$, ~t~~ $Jci::Q ~0'2-~ IW9 ,~,.'IOR. "f~ltyl. Rf~,c& r-,.,(. \~'(\Nlr\ v-ll"-'90\.US' J\1-'9 'Vtotz...<; -t::f.~i:> j"T;' ll-N{l Florida Product Approval # __________________ for multiple products use product approval form Property Owner Information Name: fi:>ofl. A\o.10 AM'\ Sl81'E'2... Address:---'t..\'--l-'i_,___\a=-W=C=r::.,_5£....j~F>-\J-=--""'Es~------- Clty A::1:1.%1f'.\t. 13c:=,v1:1 State r'.L Zip 3(2'23? Phone ("Joli) AA· :z:zg I E-Mail AM"-1 l ':b:i~ ~ l\ l'l'~, \ C'DM Owner or Agent {If Agent, Power of Attorney or Agency Letter Required) __________________ _ Contractor Information NameofCompany: (V)c.A1\lf,.1,,M %,\J\L~$, UC,. QualifyingAgent: t,x.ool1$:t.p MMNrN"-f Address (.60 04~~ ::f>-(_ City o(l.x, State EJ < Zip ~,2.0'-\ Office Phone {q!N) 3".\'L\-\-;}'3{g Job Site/Contact Number I C\ oLQ L\D'2.-lo&\lo9 State Certification/Registration # C f;:\L \V)()~,l-3'1-E-Mail Cf\:1)1fµtJ@,ntAr,,l(bJ\.I f,Ul l.OEtes ~rv'\ ArchitectName&Phone# J~NN1v~ j?\€,:(SlW-)'.~,(t ft{DY) '{:++ -L--'OS:2.. 5 Engineer's Name & Phone#------------------------------~-- Workers Compensation r}h'.lf.,~W\N ~\IIUX'..€.S lNSuR ANC.~ CoMfA:N'-1 / N)CJ)•l$f--'-}\ t'Mi;cf.Q,S I\{, j 2-I 1r;bp42\ Exempt/ Insurer/ Lease Employees/ Exp/ration Date f 1 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. NOTI CE: In addition to t he requirements of this permit , t here may be ad diti onal restrictions applicable t o this property that may be found in the pu blic records of t his cou nty, an d ther e m ay be additional permit s r equired from other governmental entities such as water management distr icts, 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. ~:2 ~gent) ~ (Signature of ntractor) (including contractor) ~"\ ~ned an'cl sworn to (or affirmed) before me this _dr-_ day of ~. ;9-QJ.-\,by ~Y' -w . . ~d aad swom t~ (o, affi,~eth~ n~, aoa,.t ,by . l>J . ~ . '.L.,,-- (Signature of Notary) (Signature of Notary) [ I Personally Know~· fVllo.A<IV""""""'~""'"""""-AI""""~ [ ) Produced ldentif tion ~ersonally Known OR ! I Produced Identification Type of ldentificatio · ---~~il>H~ll!W---.t.#~...i.--Type of Identification: ----~lf'.-..--4.:lt.-~;:.L.!:~=ille-QI: Expires :=f 363495 ----•--- RESA21-0010NOT FILED NOTICE OF COMMENCEMENT State o f £6, fU DR County of J) V. V /'t L To Whom It May Concern: Tax Folio No. 1i,qsso-0000 The undersigned hereby informs you that improvements will be made to ce1tain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in tltis NOTICE OF COMMENCEMENT. Legal Description ofpropertybeingimproved: 15-Y'l..-CC, -2.S-:z..5£ c:;)CcS-Ar.1 Geou-G Mo I '-6 r: XL/< f Address of property ~eing improved: __ y.,_y__.__=t) __ =--.:€:___,W...,,.,__,,C=......,.,E:-S__.A~v--='=----...LA ..... T~L ..... A_...,,,Jlj.__._...,.c,,.._~~-=-"Ac.\.A=-,=....,..,....-,--LF---='-- 1 General description of improvements: At?1>1Tio N ~~ "'-1<.c + I N'Zt-1l-isrL JLE:-eJ o u ATfo,J ll1-rc...Je~-(ca6,N''"TI' ~'19,;,.s.) ~A.71-l,-t.uQ~T,LE: luAt\Jtn'-, h;r;x ?e,rJiiN9 _... ~ ' fV~vJ rrt:::J;;F Owner: --rao/V\ .at Aro~ SLA I~ Address: A..tY,:VG u.JE4~ Ave Owner's interest in site of the improvement: --~R~G-........ S.~t'"R~-Er<'-l~~C~G~------------------ Fee Simple Titleholder (if other than owner): ___________________________ _ Name: _____________________________________ _ Contractor: cncRNGN"~ }3v..lL"D6<2.$ )...LC Address: lS-c ~Ail: 57 dA-1:14 1cc 3'2.-Z...OY Telephone No.: 9:0 L/ -374-L 7 3C. Fax No: 9 0 4 -37'-l -$7 4 -Z.. Surety (if any) ____________________________________ _ Address: ______________________ Amount of Bond$ ________ _ Telephone No: _________ _ Fax No: ___________ _ Name and address of any person making a loan for the construction of t he improvements Name: _____________________________________ _ Address: ____________________________________ _ Phone No: ___________ _ Fax No: ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:-------------------------------------- Address: ____________________________________ _ Telephone No: __________ _ Fax No: ------------ In addition to himself, owner designates the following person t o receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: _____________________________________ _ Address: ____________________________________ _ Telephone No: __________ _ Fax N o: ___________ _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date ofrecording unless a different date is specified): ---------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY RESA21-0010 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ SUBDIVISION C)Ct"-AN t1,<.o\C t-BLOCK ~ \ LOT -1f \ ~-~-- APPLICANT INFORMATION NAME <'.!,MYJ~~ (b{ZU~ ADDRESS lo:O 0:hZ."-s-r "RESIDENTIAL 0 COMMERCIAL 0 OTHER PHONE # {:t O'-IJ 3'J:l,\ • \ '.:1::5~ C ELL it ('{ol\) 2,)ct . 300'-\ CITY ,$\l\'.'.:C,Qt\.\\J \ u £ STATE fL ZIP CODE EMAIL CAm~tA-\'..\ ~ "J"•I 0$, LOe,R~ . CU'Y1 □ OWNER B"LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Muni cipa l Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent PRINT OR TYPE NAME SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME DATE Signed and sworn before me on thi s I '1 ~ day of_yY\ __ ~--'i------'' J 0) } by Co we v o V' ~ v l.,( Cf < State of __ .fi_.__ ..... <""---- County of _D_U_\J.:._a.=.._.....__ Identification verified: _n---'-l-l-q._ _________________ _ Oath Sworn: D Yes "). 04 TREE AND VEGITA T/ON AFFIDAVIT 03.01.2018 -~ Notary Signature My Commission expires __ <t--+/_t_+/_J-=--O_'J-_Q-"---- [ RESA21-0010 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Sem ino le Rd , Atlantic Beach, FL 32233 .. ALL INFORMATION HIGHUGKTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ______ _ D Revision to Issued Permit OR ~ Corrections to Comments Contractor/Contact Name: [W\l AN E N'1 'a\}l L1)E.S<$ ) :=c;f\ji'.\;.'.:ftOiJ :f:!>B.\l C~ Description of Proposed Rev ision / Corrections: r_C.---'-A""flll....:..:::E;..:.ft:_J,_;.~_---"'"'-'-'>....::...:~--affirm the r evision/correction to comments is inclusive of t he proposed changes. (printed name) • Wi{proposed revision/corrections add additional square footage to original subm ittal? 11'N~ D Yes (additional s.f. to be added : __________ _, • "'-'~/proposed revision~~orre':ions ad~ add'.ti~nal increase in bu ilding value to origina l submitta l? [y'No O •ves (add1t1onal increase in bu1ld1ng va lu e: $ _______ _, (Contractor must sign if increase in val uation) *Signature of Contractor/Agent: ...Jt'.....,J!:fl't..4""""'4~-~a:::t.-======------------ (Office Use Only) [YApproved D Denied D Not Applicable to Department Permit Fee Due $. _____ _ Revision/Plan Review Comments. __________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updat ed 10/17/18 Providing a permanent solution to soil erosion problems, Turf Block can be used in a wide variety of applications, from fire routes and parking areas to residential applications such as driveways and patios. Manufactured 3-⅛” thick, Turf Block provides a sturdy pavement for vehicular traffic that is perfect for both residential and commercial uses. TURF BLOCK Product Code Dimensions Thickness SF per Cube Cube Weight Surface Permeability EC04040 23-5/8”x15-3/4” 3-1/8” (80mm)94 2200 lbs 40%* Turf Block only available in Natural Grey .· . ,~ .., .... , ~~i~ '., ' " . {l · ~ ADDRESS: 44 DEWEES AVENUE ATLANTIC BEACH, FL 32233 PARCEL ID: 169550-0000 YEAR BUILT: 2005 2 STORY ZONING: ARG-M SETBACKS SIDES - 15 FEET TOTAL ( 5 FT. MIN.) REAR - 20 FEET FRONT - 20 FEET ACRES: MAX. LOT COVERAGE - 45% LOT AREA: 5,187 S.F. ALLOWABLE LOT COVERAGE: 2,334 S.F. TOTAL LOT COVERAGE AFTER RENOVATION: 2,268 S.F. OF LOT COVERAGE MAX BUILDING HEIGHT - 35' EXISTING RESIDENCE FOOTPRINT @ FIRST FLOOR - 1,197 S.F. NEW ADDITIONS - 466 S.F. NEW FOOTPRINT OF FIRST FLOOR WITH ADDITIONS: 1,663 S.F. GARAGE: 306 S.F. CONDITIONED: 1357 S.F. SECOND FLOOR CONDITIONED SPACE: 1592 S.F. HARDSCAPE: TOTAL OF 605 S.F. BREAKDOWN: GENERAL INFORMATION: R= 231.00' ~ L= 75.33' S 1 6 ° 4 6 ' 3 5 " E 9 0 . 9 7 ' ( M E A S U R E D ) 108.00' (PLAT) N 4 4 ° 3 9 ' 5 1 " W 1 0 9 . 0 9 ' ( M E A S U R E D ) S 27 ° 2 5 ' 4 0 " W 32.3 9 ' ( M E A S U R E D ) (60' RIGHT OF WAY) DEWEES AVENUE LOT 10 BLOCK 1 LOT 9 BLOCK 1 LOT 7 BLOCK 1 LOT 11 BLOCK 1 6' UT I L I T Y E A S E M E N T PROPERTY LINE 407 /2 = 204 S.F. 45 S.F. 45 S.F. 113 S.F. EXISTING WOOD DECK ABOVE NEW GRASS PAVER DRIVEWAY 6'-0" 9'-0" NEW ADDITION 56 S.F. NEW ADDITION 200 S.F. NEW CONDITIONED ADDITION UNDER EXIST. ROOF 185 S.F. NEW ADDITION 25 S.F. 129 S.F. EXISTING WOOD DECK WITH NEW DECKING EXISTING DECK NEW DECK A/C PADS 23 S.F. STOOP 12 S.F. DECK ABOVE A-2 4 A-2 3 A-2 2 A-2 1 DECK ADDITION 61 S.F. NEW SIDEWALK EXISTING TWO-STORY RESIDENCE PR O P E R T Y L I N E P R O P E R T Y L I N E BUILDIN G SET-BAC K BUILDIN G SET-BA C K 2 0 ' - 0 " B U I L D I N G S E T - B A C K 2 0 ' - 0 " B U I L D I N G S E T - B A C K AHU #1 AHU #2 9'-0" 5' - 0 " 3'-0" 15 ' - 0 " 18'-9 7/8"CJ FDSAFDSAFDSAFDSA FRONT PORCH STOOP 9 S.F. 1. THE CONTRACTOR SHALL CONSTRUCT AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SECURE PERMITS, INSURANCE, INSPECTION CERTIFICATED AND GUARANTEES; FURNISH MATERIALS, LABOR, SUPERVISION, TOOLS, MACHINERY, EQUIPMENT, TRANSPORTATION AND INCIDENTALS NECESSARY FOR THE CONSTRUCTION OF THE WORK. 2. IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT RESTRICTIONS AND REQUIREMENTS SHALL GOVERN. 5. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL THEIR DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE ARCHITECTURAL DRAWINGS WITH THE FIELD CONDITIONS AND ALL OTHER CONSTRUCTION DOCUMENTS. 8. ALL CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFY ARCHITECT IMMEDIATELY FOR MODIFICATIONS TO DRAWINGS. 9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED ARCHITECTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING THE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING, SHORING, UNDERPINNING, ETC. THE ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES, OR SAFETY PROCEDURES DURING CONSTRUCTION. 10. GENERAL CONTRACTOR MUST REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO GIVING TO ARCHITECT FOR THEIR REVIEW. 3. PLANS, NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON PLANS SHALL APPLY UNLESS NOTED OTHERWISE. 6. LOCATION, SIZES AND QUANTITY 0F ALL WINDOW AND DOOR OPENINGS MAY NOT BE COMPLETELY INDICATED IN THE DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL DISCIPLINES PRIOR TO FABRICATIONS. 4. CODES USED: 2017 FLORIDA BUILDING CODE - EXISTING BUILDINGS. LATEST EDITION USED. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 11. CLAIMS FOR ADDITIONAL COSTS OR TIME: ALL QUOTATIONS 0R CLAIMS FOR CHANGES IN WORK SHALL BE SUBSTANTIATED BY COMPLETE ITEMIZED STATEMENTS SHOWING QUANTITIES AND UNIT PRICES FOR MATERIAL, LABOR, AND MATERIALS AND SHALL BE ACTUAL COSTS TO THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT RECEIPTS OR OTHER EVIDENCE AS THE ARCHITECT MAY DIRECT, SHOWING HIS ACTUAL COSTS AND HIS RIGHT TO THE PAYMENT CLAIMED. 12. INTENT: THE DRAWINGS AND SPECIFICATIONS TO THE DRAWINGS INDICATE ARRANGEMENTS AND RESULTS TO BE ACCOMPLISHED AND MAY BE DIAGRAMMATIC. THE CONTRACTOR SHALL FURNISH ALL ACCESSORIES AND FITTINGS OR ANYTHING REASONABLY IMPLIED FOR A COMPLETE JOB. GENERAL NOTES: 13. IN ALL CASES, THE WORK OF THIS PROJECT SHALL BE COMPLETED ACCORDING TO LOCAL GOVERNING CODES AND IN KEEPING WITH THE BEST PRACTICES OF THE APPLICABLE TRADES. SUBSTANDARD WORK SHALL BE REJECTED. 14. THE WORKSITE AND BUILDING SHALL BE KEPT CLEAR OR DEBRIS AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A CLEAN JOBSITE. THE PROJECT SHALL BE CLEANED AT TE END OF THE DAY TO REMOVE EXCESS MATERIALS AND DEBRIS FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANING OF ALL SURFACES PRIOR TO THE FINAL OCCUPANCY. 15. NEW CEILINGS AREAS SHALL BE SMOOTH, GYP. BOARD. EXISTING CEILING AREAS DISTURBED BY NEW CONSTRUCTION SHALL MATCH EXISTING ADJ. CEILING FINISH. 16. CONTRACTOR SHALL FULLY COORDINATE ALL NEW AND EXISTING ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL ELEMENTS. FIELD VERIFICATION WILL BE REQUIRED FOR COORDINATION AND REPLICATION OF EXISTING CONDITIONS AND/OR DETAILS. GUIDELINES FOR MANY OF THESE CONDITIONS ARE NOTED ON THE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT EFFECT NEW CONSTRUCTION. 17. DIMENSIONS ARE TAKEN FROM FACE OF EXISTING CONSTRUCTION, FACE OF STUD AND CENTER OF WINDOW OPENINGS; UNLESS OTHERWISE NOTED. DO NOT SCALE DRWINGS. 18. SECURE OWNER'S APPROVAL OF PARTITION LAYOUT PRIOR TO PROCEEDING WITH DRYWALL. 19. INSTALL NEW GYP. BD. ON EXISTING EXPOSED WD. FRAMING. PROVIDE NEW R-13 INSULATION BATTS IN EXPOSED EXTERIOR WALL FRAMING. PROVIDE SOUND BATT INSULATION IN ALL NEW WALLS SURROUNDING BATHROOMS. 21. WORK INCLUDES PRIMING, PAINTING AND REPAINTING ALL PAINTED SURFACES DISTURBED BY NEW CONSTRUCTION ON THE INTERIOR OF THE HOUSE. 22. CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE, GENERAL LIABILITY, AND AUTOMOBILE INSURANCE. LIMITS OF COVERAGE SHALL BE IN THE AMOUNTS RECOMMENDED BY OWNER'S INSURANCE AGENT. ADJ. - ADJACENT A.F.F. - ABOVE FINISH FLOOR BLDG - BUILDING C.L. - CENTER LINE CLG - CEILING C.J. - CONTROL JOINT CMU - CONCRETE MASONRY UNIT COL - COLUMN CONC. - CONCRETE DN - DOWN ELEV. - ELEVATION E.J. - EXPANSION JOINT EQ. - EQUAL EXIST. - EXISTING FIN. - FINISH FL. / FLR. - FLOOR GWB / GYP. BD.- GYPSUM WALLBOARD HB - HOSE BIB HVAC - HEATING, VENTILATION & AIR CONDITIONING INSUL - INSULATION MIN. - MINIMUM O.C. - ON CENTER R - RADIUS REQ'D. - REQUIRED RM. - ROOM SPECS - SPECIFICATIONS STRUCT. DWGS. - STRUCTURAL DRAWINGS SQ. FT. - SQUARE FOOT TYP. - TYPICAL V.I.F. - VERIFY IN FIELD WRB - WEATHER-RESISTANT BARRIER ABBREVIATIONS: A-0 COVER SHEET, SITE PLAN & BUILDING CODE SUMMARY A-1.1 DEMOLITION PLANS & NOTES A-2 EXTERIOR ELEVATIONS INDEX OF DRAWINGS A-1.2 ROOF PLAN & DETAILS A-3.1 BUILDING SECTIONS A-3.2 BUILDING SECTIONS & DETAILS STRUCTURAL DRAWINGS D-1 FIRST AND SECOND FLOOR PLANS ARCHITECTURAL DRAWINGS S-1 GENERAL NOTES S-3 FOUNDATION PLAN S-6 ROOF TRUSS & UPPER LEVEL S-5 ROOF TRUSS AND FLOOR LAYOUT SD.1 FOUNDATION DETAILS SD-2 SECTIONS AND DETAILS S-2 WALL LAYOUT FIRST FLOOR SD-3 SECTIONS AND DETAILS S-4 WALL LAYOUT SECOND FLOOR A-1.3 WINDOW AND DOOR DETAILS & SCHEDULES SEE INTERIOR DESIGN DRAWINGS AND ELECTRICAL AND POWER PLANS SITE PLAN 1/8" = 1'-0" PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O N VI L L E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-0 SITE PLAN & BUILDING SUMMARY 44 DEWEES AVE ATLANTIC BEACH, FL 32233 RENOVATION AND ADDITIONS TO THE RESIDENCE OF TOM AND AMY SLATER NORTH ---------'---------------- ------------------ ------------------ ------------------ --------- --------- / / / / / / / / --------- --------- ---------:: --------- --------- ~/ I r---- 11 / D / I D/ I I / / / / i I I I I ( I I I I /. /, / / _ _J D / / b =/= = = l'h=~~EI I L / / / w /\ / D \ \ \ \ \ \ \ \f;J \ \ \ I I I I I I I -I -1 ______ L_L_LLL ------1-1-11111-1-1------~-~-~~~ ______ L_L_LLLLL LL I I I I I I I I I I I I -I -1 ______ L_L_LLL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ______ L_L_LLLLL LL I I I I I I I I I I I I -I -I ______ L_L_LLL ______ L_L_LLLLL_L L I I I I I I I I I I I I I -1 ______ L_L_LLL ______ L_L_LLLLL LL I I I I I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I I I I I I I -I -1 ______ L_L_LLL ______ L_L_LLLLL LL I I I I I I I I I I I I -I -1 ______ L_L_LLL ______ L_L_LLLLL_L_L ______ L_L_LLL _______ L_L_LLLLL_L_L_ L ! ! I I I I I I 1 ----- \ \ \ \ 0 r • DEN BEDROOM BEDROOM CLOSET ELEV. EXIST'G CLO. EXISTING DOOR TO REMAIN EXISTING BEAM TO REMAIN EXISTING COL. TO REMAIN ENTRY LAUNDRY BATH CLOSET CLOSET RELOCATE AIR HANDLER REMOVE ELEVATOR ADDITION AND ALL ELEVATOR EQUIPMENT AT FIRST AND SECOND FLOOR BATHROOM CABINETS AND PLUMBING FIXTURES TO BE REMOVED. DISCONNECT WATER AND ELECTRICAL PRIOR TO START OF WORK. CAP ALL PLUMBING IN FLOOR OR WALL AS REQUIRED. WALL AND WINDOWS TO BE REMOVED AS REQUIRED. CONTRACTOR IS RESPONSIBLE OR ALL SHORING TO SUPPORT EXISTING FLOOR JOISTS DURING RENOVATION. EXISTING WALLS TO REMAIN WALL AND WINDOWS TO BE REMOVED AS REQUIRED. CONTRACTOR IS RESPONSIBLE OR ALL SHORING TO SUPPORT EXISTING FLOOR JOISTS DURING RENOVATION. EXISTING WALLS AND WINDOWS TO REMAIN REMOVE AND RELOCATE EXIST. A/C SOFFIT WALL AND WINDOWS TO BE REMOVED AS REQUIRED. CONTRACTOR IS RESPONSIBLE OR ALL SHORING TO SUPPORT EXISTING FLOOR JOISTS DURING RENOVATION. WALL AND WINDOWS TO BE REMOVED AS REQUIRED. CONTRACTOR IS RESPONSIBLE OR ALL SHORING TO SUPPORT EXISTING FLOOR JOISTS DURING RENOVATION. RELOCATE ELEC METER AND PANEL EXIST. COLUMNS AND GLULAM BEAM TO REMAIN RELOCATE COMPRESSOR UNITS MASTER BEDROOM KITCHEN ELEV. OWNER'S BATH OWNER'S CLOSET BALCONY PORCH PANTRY DININGLIVING ROOM DECK CABINETS, APPLIANCES AND PLUMBING FIXTURES TO BE REMOVED. DISCONNECT WATER AND ELECTRICAL PRIOR TO START OF WORK CAP ALL PLUMBING IN FLOOR OR WALL AS REQUIRED. WALL TO BE REMOVED AND RELOCATED. CONTRACTOR IS RESPONSIBLE OR ALL SHORING TO SUPPORT EXISTING CEILING TRUSSES DURING RENOVATION. WALL AND WINDOWS TO BE REMOVED AS REQUIRED. CONTRACTOR IS RESPONSIBLE OR ALL SHORING TO SUPPORT EXISTING STRUCTURE DURING RENOVATION. EXISTING WALLS AND WINDOWS TO REMAIN RE M O V E E X I S T I N G R O O F TR U S S E S T H I S A R E A EX I S T I N G R O O F T R U S S E S T O R E M A I N . T R U S S E S I N KI T C H E N A N D O W N E R S B A T H T O B E M O D I F I E D T O IN C R E A S E C E I L I N G H E I G H T T O 9 ' - 0 " BATHROOM CABINETS AND PLUMBING FIXTURES TO BE REMOVED. DISCONNECT WATER AND ELECTRICAL PRIOR TO START OF WORK. CAP ALL PLUMBING IN FLOOR OR WALL AS REQUIRED. EXIST .WINDOWS AND DOORS TO REMAIN REMOVE SCREEN PORCH EXIST. COLUMNS AND GLULAM BEAM TO REMAIN REMOVE ELEVATOR ADDITION AND ALL ELEVATOR EQUIPMENT AT FIRST AND SECOND FLOOR REMOVE STAIR HALF- WALL RAILING REMOVE ALL DAMAGED WOOD DECKING EXIST. CONST. TO BE REMOVED RELOCATE AIR HANDLER UNIT GENERAL DEMOLITION NOTES: 1. DEMOLITION AND REMOVAL OF DEBRIS SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, UNLESS OTHERWISE INDICATED. DEMOLISHED MATERIALS BECOME CONTRACTORS PROPERTY. 2. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION, PROVIDING BYPASS CONNECTIONS TO OTHERS, AS REQUIRED. 3. LOCATE, IDENTIFY, SHUT OFF, DRAIN, DISCONNECT AND CAP OFF UTILITY SERVICES TO BE REMOVED PRIOR TO STARTING WORK, REMOVING ANY CABINETS OR PLUMBING FIXTURES. 5. CARE SHALL BE TAKEN TO PROTECT ADJACENT PROPERTY AND ALL FINISHES THAT ARE TO REMAIN. DAMAGE TO ADJACENT PROPERTY SHALL BE PROMPTLY REPAIRED, REPLACED, OR CORRECTED AT NO ADDITIONAL COST TO OWNER. 6. IN PORTIONS OF THE EXISTING BUILDING STRUCTURE TO BE REMOVED, PROVIDE, INSTALL AND MAINTAIN TEMPORARY BRACING OF EXISTING/REMAINING STRUCTURE, AS REQUIRED. PROTECT ALL EXPOSED FRAMING AND REMAINING MATERIAL FROM WATER DAMAGE DURING REMOVAL PROCESS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE METHOD OF SHORING OF EXISTING BUILDING WHILE REMOVING PORTIONS OF EXISTING ROOF. 7. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND SITE IMPROVEMENTS. 8. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF IT. DO NOT BURN DEMOLISHED MATERIAL. 9. ANY QUESTIONS REGARDING REMOVAL OF STRUCTURAL ELEMENTS IN QUESTION NEED TO BE IMMEDIATELY DIRECTED TO ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY FURTHER DEMOLITION WORK. 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING DEMOLITION. THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION OF TEMPORARY BRACING, AS REQUIRED. 10. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN AS THE OWNER'S PROPERTY. REMOVE AND STORE MATERIALS AND EQUIPMENT INDICATED TO BE REUSED OR RELOCATED TO PREVENT DAMAGE AND RE-INSTALL AS THE WORK PROGRESSES. 1/4" = 1'-0" SECOND FLOOR DEMO PLAN FIRST FLOOR DEMO PLAN 1/4" = 1'-0" PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O N VI L L E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com D-1 DEMO PLANS □ □ ' I I I I I I I I I I □ □ 7 I I I I I I I I I I ~r II II II II ( 11 11 11 11 11 ~7 I I L--1::::::::::::::::::::=i _/ r-;--- / I I I I / " I I I I I I I I ~ I I I I ~--, ,....--n --~ II ' / II ,,,. II I II ', / II // 11 11 \ / 11 / II I 11 \ / 11 / 11 II \I II I II ,.... ..... -7 I ....jJ 1 4----~ 4-7 ,,-I rr-.._ ....J L-7 r 7 1 / 1 ii ',, I I I I I / I II \ 1111 I I I I / I 11 \ I I I I I I II I ' 'H ~-I-'---~ ~-------~ ,--------rr-----r------:-:===J-'1 L c::::::::::::::::::: --~ ,,,,,. II I II I II I II I II I J\ __ 71 I I..L)r:' 11 I~ 1 1 I , I I k'._ __ _:,J I I I I I I I L ____ _J I I Ir-~ 11~ :L~ ~ I I \ ' ' ' ',, ---r-------- 1---'"l"'-------- I I' --/ I I ' ,,/ I I \ / I I \ / II ):f.. I I ,, "', I I,/' ', ', ' ' ' \ I t;::i I I I I I I I I I I I I □ , -----7 _____ ...J I I !----- L,~ Ill ,.,. __ Ill II -.., Ill II -.. _Jjl_ II ', .,.-, n II \ ( ) I I ii \i ,_.., I I II ,\ c:::::::{~ii:i=========~ ~1 -t:::;7 I I f I I I I I I I I I I _____ I I I I I I I I I I I I I I 1-----------_J I l-----------7 i::::::::::::::::::::::::::1-_J I I I \ I I I \ I ' I ', I ~ ...-I --.---~---------_...J ,--------- I I I I I I I I I I 7~ Ill Ill Ill ,J"--i I I I I I 1~ r ' ,, ' l 1~ _I__ ======1====~===~===:::[_====~ , I I I I I I I I I I ---7 r ______ _J r----------~---,------------- -l-, .--.._ l' ,,, ' I 1 ,r " I ri I I \ l'I 11 I I I I , 1111 I I, UU I ,1 II I /I II I I II I I LI I I ' I , ... ___ ,,, ---------7 --------7 I I I I I I I I I -~ ,-~ ,-_J I L __ _J I I I I I I I I I /\ ' .... 111 111 111 iii 111 111 11 11' 111 111 111 111 11 11 111 111 11011 L'-=_::J 4-,_..------r---------, ._ ____ .,_ _______ __,_: I ',r Ill I Ill Ill I Ill Ill I Ill Ill I Ill Ill I c"'i I I 11 I I I 11 I r------------------1.l i r----------------r-J I ~ ... , " • \. , I G 0 RELOCATED AIR COMPRESSORS TO BE INSTALLED ON CONCRETE PAD GARAGE GUEST BEDROOM #1 HVAC ENTRY GUEST BATH #1 DEN / BEDROOM -#3 GUEST BEDROOM #2 CLOS. GUEST BATH-2 DEN EXIST'G CLO. NEW COL. TO SUPPORT DECK EXTENSION NEW BEAM NEW BEAM EXISTING WINDOWS EX I S T I N G W I N D O W FURR OUT EXISTING TO 2 X 6 WALL RELOCATE AHU EXISTING WINDOW EXISTING WINDOW EXISTING DOOR NEW 36" HT. CABLE RAIL HANDRAIL NEW 16' X 7' HT. GARAGE DOOR CUT SLAB FOR NEW PLUMBING LOCATIONSTOILET 12'-8 3/4" FURR-OUT EXISTING CMU WALL & FIN. W/ DRYWALL EXISTING 4 X 4 T.S.COL. 9' - 0 3 / 4 " 3 1 / 2 " EXISTING BEAM EXISTING COL. (CONTRACTOR SHALL VERIFY EXACT LOCATION IN FIELD & ALIGN WALL AROUND COLUMN) 2 X 6 ACCESS TO STORAGE BELOW STAIR ROD & SHELF RELOCATE ELEC. METER 13 ' - 0 1 / 2 " 11 ' - 7 7 / 8 " EX I S T I N G W I N D O W 45 S.F. ENTRY PORCH EX I S T I N G W I N D O W 10'-4 3/4" MAIN ELEC. PANEL D G 10 ' - 3 1 / 2 " 5' - 1 1 / 2 " 5' - 6 1 / 2 " 3'-8 3/8" 11 ' - 1 1 1 / 8 " 5' - 1 1 1 / 2 " 5' - 1 1 5 / 8 " EXISTING CMU WALL EXISTING COLUMNS NEW 2 X 6 WOOD FRAMING WALL EXISTING COLUMNS 20 ' - 1 1 1 / 2 " C L 2'-7 3/8" 5 1/2" CONC. PAD WOOD FENCE 3' - 1 3 / 8 " C L SL O P E N E W S L A B 1 8 "/ L F T O W A R D S D O O R NEW SLAB IN GARAGE AREA & GUEST BATH-2 3'-0" 3' - 2 5 / 8 " 4" STEP 2 A-2 1 A-2 3 A-2 4 A-2 NICHE DECK ABOVE (4) 2 X 4 COL. (4) 2 X 6 COL. (4) 2 X 6 COL. (4) 2 X 6 COL. RE-USE EXISTING WINDOW (TEMPERED GLASS REQUIRED) H H EXISTING WINDOW RELOCATED (TEMP. GLASS REQ'D.) EXISTING WINDOW RELOCATED (TEMP. GL. REQ'D) EGRESS WINDOW REQUIRED 15 ' - 1 0 " 5'-6 1/4" 2' - 0 1 / 2 " 4' - 6 3 / 4 " 7'-11 1/8"10'-5 1/4"3 1/2"6'-7 7/8" 6' - 1 7 / 8 " 7 3 / 8 " 11 ' - 3 3 / 8 " 2' - 3 1 / 8 " 1'-11 1/4"3'-10 7/8"5 1/2"+/-13'-7 1/2" 2' - 8 1 / 4 " 2' - 6 " 13 ' - 0 1 / 2 " 4' - 0 1 / 2 " 3' - 7 3 / 4 " 5'-5 5/8"4'-8"14'-10" 2'-1 1/4"10'-1 5/8" NEW (2) 2 X 10 BEAM (RAISED) NEW 2 X 10 BEAM 6'-6 5/8"3'-6 1/2"4'-1 5/8" 3' - 1 1 1 / 2 " 4' - 6 3 / 4 " 7' - 8 1 / 4 " 8' - 6 1 / 8 " C L 4' - 1 1 1 / 4 " EXISTING 4 X 4 T.S.COL. 5'-1 3/4" 11'-0 1/2" 5' - 4 1 / 2 " 13'-2 1/4" 8'-4 5/8" 4' - 8 " 16 ' - 2 3 / 8 " 3' - 2 7 / 8 " 3' - 8 1 / 2 " 1'-11 1/4" 2'-3 3/4"1'-7 1/2"10'-8 3/4" CMU SILL 1 A-3.1 1 A-3.1 2 A-3.2 1 A-3.2 C L C L 24'-11 5/8" 3'-4 1/8" 1' - 8 " EXISTING BEAMEXISTING BEAM C.J. C.J.C.J.C. J . C. J . 1 2" EXPANSION JOINT FILL WITH SEALANT, TYP. 1 2" EXPANSION JOINT FILL WITH SEALANT, TYP. EXISTING CMUEXISTING CMU SOUND BATTS SOUND BATTS SOUND BATTSR-13 AROUND GARAGE, TYP. SCHLUTER KERDI SYSTEM TO WATERPROOF RECESSED SHOWER. SCHLUTER KERDI SYSTEM TO WATERPROOF SHOWER. SLOPE FLOOR TO DRAIN TEMP. GL. SHOWER ENCLOSURE A/C #1 A/C #2 STEEL FRAME AT GARAGE DOOR, SEE STRUCTURAL DRAWINGS TEMP. GL. TEMP. GL. CM U O P E N I N G 3 ' - 5 " 11 ' - 4 1 / 8 " TEMP. GLASS SHOWER PARTITION 3' X 3' CONRETE PAD 3'-0" 15 ' - 0 " CONCRETE SIDEWALK 5' - 0 " 9'-0" EXISTING BEAM ABOVE EXISTING BEAM ABOVE DINING ROOM MASTER BEDROOM KITCHEN PANTRY OWNER'S BATH POWDER OWNER'S CLOSET LIVING ROOM BALCONY 7'-4 1/2" 36" COOKTOP W/ HOOD, PROVIDE GAS LINE EXISTING DOOR EXISTING STAIR TO REMAIN W/ NEW CABLE RAIL HANDRAILS NEW 36" HT. CABLE RAIL HANDRAIL, TYP. VENT THRU BACK WALL SHELVES EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW TEMP. GL. SHOWER ENCLOSURE 10'-7" RUN WATER LINE FOR ICE & WASHER & DRYER IN MASTER CLOSET W/C 1'-0" 2 X 6 2 X 6 15'-5 1/2" 11 ' - 1 1 1 / 8 " REPLACE DECKING ON EXISTING PORCH. REPAIR ANY ROTTEN WOOD FRAMING BELOW 7'-2" NEW 36" HT. CABLE RAIL HANDRAIL (FACE MOUNT) NEW 36" HT. CABLE RAIL HANDRAIL (FACE MOUNT) REPLACE DECKING ON EXISTING PORCH. REPAIR ANY ROTTEN WOOD FRAMING BELOW EXISTING DECK NEW ADDITION 7' - 4 5 / 8 " 37'-6 5/8" 15 ' - 5 7 / 8 " SHELVES A C B CD D E EX I S T I N G W I N D O W EX I S T I N G W I N D O W 11'-4 1/4" 3'-0 3/4"6'-4 3/4"3'-3 5/8"3'-3 3/8"2'-9 5/8"CL CL CLCL2'-10 5/8"3'-0"3'-0" CL CL CL 3' - 1 3 / 8 " 4' - 5 7 / 8 " C L C L 7' - 1 0 1 / 8 " 5 1 / 2 " 4' - 0 1 / 2 " 3'-8 3/8" 5' - 3 1 / 2 " 12 ' - 6 5 / 8 " 3' - 1 3 / 8 " 20 ' - 1 1 1 / 2 " C L C L 17'-4 3/4" 4'-0 1/4"4'-2 1/4" 4' - 0 1 / 8 " 2' - 2 " 4' - 4 1 / 2 " 2'-3" 6' - 4 1 / 8 " 2 X 6 NICHE D 2 X 6 2 X 6 J J EXTEND ROOF BEAM OUT 3' B A HALLWAYHALLWAY K EXISTING 4 X 4 TS COL. TO REMAIN EXISTING 4 X 4 TS COL. TO REMAIN & GLULAM BEAM ABOVE EXISTING 4 X 4 TS COL. TO REMAINNOTE: FIELD LOCATE THIS WALL TO CLEAR FIXED GLASS TRIM AT GABLE END OF M. BEDROOM NEW POST, SEE STRUCTURAL DRAWINGS S-4 NEW BEAM NEW BEAM WINE REFRIG E D RELOCATED EXISTING WINDOW BALCONY 5 1 / 2 " 8' - 1 3 / 8 " 6' - 0 " 5 1 / 2 " 5' - 1 1 1 / 8 " 1'-6 5/8" 1' - 6 " 5' - 2 1 / 2 " 9'-3 1/4"5 1/2"5'-11 1/2" NEW 36" HT. CABLE RAIL HANDRAIL FACE-MOUNTED TO PORCH FASCIA SEE INTERIOR DESIGN DRAWINGS FOR CLOSET LAYOUT PATCH WALL IN AREA WHERE GLASS BLOCK WAS REMOVED HATCH INDICATES AREA OF NEW ROOF TRUSSES SEE STRUCTUREAL DRAWINGS FOR REQ'D. FRAMING BETWEEN WINDOWS SEE STRUCTUREAL DRAWINGS FOR REQ'D. FRAMING BETWEEN WINDOWS NEW BEAM IN AREA WHERE WALL WAS REMOVED SEE INTERIOR DESIGN DRAWINGS FOR KITCHEN LAYOUT SLOPE CEILING UP TO ALIGN W/ NEW CEIL'G NEW PLATE HEIGHT IN THIS AREA (9' STUDS) SEE INTERIOR DESIGN DRAWINGS FOR DESIGN & SELECTION OF GAS FIREPLACE SEE INTERIOR DESIGN DRAWINGS FOR BATHROOM LAYOUT 9'-3 1/4" 6'-11 5/8"2'-10 3/8" 7" 7' - 8 1 / 8 " 2 X 6 NOTES: 1. NEW WATER HEATER TO BE LOCATED IN ATTIC. CONTRACTOR SHALL DETERMINE SIZE TO SERVE ENTIRE HOUSE. 2. ENTIRE ROOF TO BE INSULATED WITH OPEN CELL SPRAY FOAM INSULATION. CLOSE UP EXISTING ATTIC TO ELIMINATE AIR INTAKE THRU VENTS. 3. PROVIDE ATTIC ACCESS IN PANTRY AREA WITH LADDER, SIZE 2' X 3'. 4. NEW AIR HANDLER TO SERVE SECOND FLOOR TO BE LOCATED IN ATTIC. 5. SOUND BATT INSULATION BETWEEN FLOORS AND SURROUNDING ALL BEDROOMS & BATHROOMS. 6. R-19 BATT INSULATION IN ALL EXTERIOR WALLS AND R-13 IN GARAGE WALLS CONNECTED TO HOUSE. 7. ALL FINISHES INCLUDING POWER AND ELECTRICAL DRAWINGS TO BE DETERMINED BY INTERIOR DESIGNER. INTERIOR DESIGN AND/OR OWNER FINISH SELECTIONS INCLUDE: a. PAINT SPECIFICATION AND COLOR b. TRIM, BASEBOARD AND CASING PROFILES AND TYPE c. CABINETS d. COUNTERTOPS e. BATHROOM ACCESSORIES f. TILE 2'- X 3' ATTIC HATCH 3' WIDE CASED OPENING 5 1/2" 16'-7 3/4" FIELD VERIFY WITH WINDOW TRIM 5'-2 1/4" 7' - 6 5 / 8 " 4' - 7 1 / 4 " FIELD VERIFY WIDTH OF DOOR 3'-0" 4' - 6 1 / 2 " 6' - 0 1 / 2 " 1' - 4 1 / 4 " 2' - 1 0 1 / 4 " 1' - 8 1 / 2 " 4' - 4 " 1' - 8 1 / 2 " 2' - 1 0 1 / 4 " 10 " 16 ' - 2 3 / 8 " C L C L 6' - 1 0 1 / 4 " 18'-9 7/8" 2'-5 3/4" 6' - 4 1 / 8 " 8' - 4 3 / 4 " 2' - 1 0 3 / 4 " 4' - 0 3 / 8 " 4'-0 1/8"3'-4 1/8"5'-7 3/4" 5' - 9 1 / 2 " 3 1/2" 10 1 / 8 " 11'-1" 7' - 1 1 1 / 4 " 7 7 / 8 " 2'-3"2'-0 1/2" 3'-5 1/2" 32 ' - 1 0 5 / 8 " VE R I F Y A L L D I M E N S I O N S W I T H B U I L D I N G S E T B A C K R E Q U I R E M E N T S C L C L 3' - 1 0 1 / 8 " 3' - 6 5 / 8 " 7' - 4 5 / 8 " 1 A-3.1 1 A-3.1 2 A-3.2 C L 1 A-3.2 EXISTING SOFFIT 4'-1 7/8"3'-11" P.T. WOOD DECKING ON P.T. SLEEPERS OVER PLIDECK WATERPROOFING, TYP. D/W REFRIG 1/4" = 1'-0" LEGEND: EXISTING WALL TO REMAIN NEW CONSTRUCTION SECOND FLOOR PLAN FIRST FLOOR PLAN 1/4" = 1'-0" PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O NV I L L E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-1.1 FLOOR PLANS ; - ~ u \ . ~ 0 ( P ~ ( ' < < : : ' \ > < : - < C " 4 , 1 , I - ' k - - l , L b : : ' - - - . _ e l l I 1 1 0 0 . 2 ' □ . i i ~ 1 r - - 1 0 1 _ _ • . > < < ~ - - - < 1 1 1 1 1 1 . t ® ~ i . ' < l ' < ¼ , d t 1 - I - - w L 1 , • , _ s N W , f o M u t i i ! i M • I 0 " < " < : < ~ > < - > > > : < ' \ I ~ , , f ~ - - - L s t ~ I i - 7 - - - 1 _ j _ _ _ h " ' p I t \ J " • • • f > > " ' > " - " - · : - · ' < < . ' \ > ' ~ I - } l : : J I L J - ' I - . . I l l ~ < · . · · ' ' . , , ~ ~ O , = - - L ~ u I ) , , . . _ v I ; ) l J ~ I ⇒ - - - - - ~ r - H - l - l - l - + - - 1 - 1 - 1 + + t i ~ · + - + - ' V I I ' - - - " . . . . , . . , . j _ · . - - ' k - : : ~ t ~ · ~ - - - + I I I I I I i j l ; l I ' I . V I : ~ I I I I I j ~ ; µ . . : : Z i - ~ - - " - < ' ; ~ . . . " / ; ' . ; : , ~ V , T ; i y ' - s . ; / : f t : , / , , ; , C / ; ; ) ~ - r : ) X / : i ; t , f A ¼ - } t ( 1 , ~ , : · · l } , ' - - - - t - + _ _ J ~ q I - I - 1 ' . • I [ D _ J • a s I N Q , ; w ; ~ i / ' ~ \ c ' l k _ t f , - ; \ \ ; . f i N ; \ , Y . 1 - _ " i f i / - - - - - i t c - - " : : l J l ' - ~ ~ ' f , ( I j t • k ~ = + I , ~ " i - ( : : ) - 0 ) ~ - & : ; \ \ J . ~ ~ [ D - , 1 < - - - _ _ _ _ _ , , _ o r I < " ' · , J \ : J = 0 ' 1 , , ' _ < I : - . : 1 • - • r / 1 I \ / 1 \ ® 0 I v · ' " - - - - - ~ , - I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 1 , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I . I I , , ~ - - - - - - - - - - - 1 - 0 ) L " , - . 0 6 1 7 < D r 7 { ~ I , . J L l I • - 1 1 \ < . - _ _ I I i ' / ' · , . · , . ' - - - - _ _ _ _ - , _ _ - - - ~ _ . I - ' I - , · . " µ . ! - . ~ ' H ~ l l t s : l < r ' . ~ , , 1 , ~ . . - I · , l • I _ / · · · . c . . l . c c . : : : : : : _ _ . , · · • . ' . i i i : I 1 · • . ' . I - I - J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ I J I J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - ' \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T l n - q ; ~ ' · J ) ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ j ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - . , I t < ' , \ 7 2 ; ) , , . \ , I I I I I I I I I I I I I I I I I I I I I N J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - I - ( : ) / J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - - _ _ _ _ _ _ _ _ _ _ 1 • t ~ 1 j ~ I I J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - r 1 . < 1 . - - - - - - - - _ - . J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - 1 " • • ~ J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - 1 , . ' J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - - - J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - 1 ( . : - " ' ; : - I I I I I I I I I I I I I I I I I I I I I I \ " ' J 0 - I l l I l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ I [ , f - , I l l I l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 < I i . 1 _ , , , j p . I I I . . 1 1 1 I I I I I I I I I I I I I I I I I I - . , , . ~ I e - / 1 1 1 I , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L , I I I , L O L l j _ J _ _ _ \ ; : : ~ ' J ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - 1 I > . , , , ' L J ~ - - - - - : J ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - ~ 1 1 , ~ - - ~ ) \ , 1 , ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - r - . . - - ' · - - - - . . r = ) . " ) ] ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - I \ ' . : : I I J ~ ~ - - - - ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ~ ~ ~ ~ - 1 ' - ' · ' Y Y N - " " l ' l " - ' " J i ; ; , ' " i N i - ' - ' - - " - i ' i " - i > ' . y ~ " ' • · · y . A ¼ \ i - ' ! ' ' " v ' " I - ' ' , > c ' , ; , " \ ' " J " " " ' " • \ , , . - i , . a . : I I I I I I I I I I I I I I I I I I I I I I , , . . , _ , ; : ; _ _ , e r · . • • . • • , , • • • • . , , . , . . , . . • • . , , . . > , , , . - . . - · · • . I t : / I I I m I ~ · - I , 1 1 , , , , , ~ I I I I I - - - - ' K 1 . . - - - " 1 I , 0 I I I I I I . 0 / 1 " 1 _ _ . / 1 1 : I \ @ ' q ~ - ~ ~ - i ' = = = = = = = t , i _ _ _ _ L @ E l E i f i m ~ : C S . , , ; , ' i - , ' J . ° 0 J f ! 1 i & t ~ I @ , , r . ; : : : : : . w a ' " W i ' f . 0 : Z . ' C ' ! f ! l . · Z . - , , ~ - ; : : , - • - v ; w : ; : : & , , - , , = . - , , - . T . " , ; 1 1 r J i r 1 ~ . t ' . _ . ~ - . " ' § t : - 0 Q ] ) ~ ~ t ~ 0 ~ L / ( i / Y • J 1 , 1 w r ' i J v + ; ( . < P / · / W - I ~ I ' 1 r r 1 4 4 i j ~ l I J J 7 \ ~ ~ I I ~ I I I I ~ □ - - - - □ - - T - - C I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ I Q I [ I . , . . . . o 0 . . . . . 0 1 2 ' 7 k ' . • ; 4 0 ¢ / , / L _ _ ~ ~ EXISTING ROOF (+/-4:12 SLOPE)EXISTING ROOF (+/-4:12 SLOPE) NEW ROOF (4:12 SLOPE)NEW ROOF (4:12 SLOPE) NEW OVERFRAMED SHED ROOF 3:12 SLOPE AREA OF NEW ROOF TO HAVE A 9'-1 1 4" PLATE HEIGHT 4'-2" OVERHANG 4'-2" OVERHANG REPLACE EXISTING ARCHITECTURAL SHINGLES ON FRONT STAIR ROOF 3' - 0 " 1' - 0 " 4'-2" 4'-2" NEW BEAM TO SUPPORT TRUSSES AT ROOF OVERHANG NEW BEAM TO SUPPORT TRUSSES AT ROOF OVERHANG MATCH EXIST.MATCH EXIST. EXISTING ROOF (+/-4:12 SLOPE) NEW ARCHITECTURAL SHINGLES ON EXISTING ROOF OVER ENTIRE ROOF (NEW AND EXISTING) ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS EXTERIOR WALL BELOW EXTERIOR WALL REMOVE ROOF TRUSSES BACK TO EDGE OF NEW GABLE WALL 1' OVERHANG NEW CONVENTIONALLY FRAMED OVERFRAMING @ 3:12 PITCH. ALIGN FASCIA WITH EXISTING HEIGHT 4:12 ALIGN FASCIA EX I S T I N G R I D G E RI D G E EXTERIOR WALL BELOW EXTERIOR WALL BELOW RI D G E ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS FLASH ROOF TO WALL CONNECTION 8" IN EACH DIRECTION 1' - 8 " 1'-8" ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS FLASH ROOF TO WALL CONNECTION 20" IN EACH DIRECTION FLASH ROOF TO WALL CONNECTION 8" IN EACH DIRECTION 4 12 3 12 NEW BEAM, SEE A-S6 NEW 2 X 6 RAFTERS, SEE STRUCTURAL DRAWINGS NEW 2 X 6 WALL REMOVE BOTTOM CHORD OF TRUSS TO RAISE CEILING TO ALIGN WITH LIVING ROOM, SEE STRUCTURAL DRAWINGS SHEET S-6 1 2" DRYWALL 5/8" DRYWALL TIE NEW ROOF INTO EXISTING REMOVE OVERHANG EXISTING ADDITION EXISTING TRUSS NEW ARCHITECTURAL SHINGLES OVER EXISTING ROOF NEW ARCHITECTURAL SHINGLES OVER NEW ROOF ALUMINUM FLASING 20" EACH DIRECTION @ INTERSECTION LIQUID APPLIED WATERPROOFING OVER ENTIRE ROOF 5 8" ROOF SHEATHING R-22 SPRAY FOAM INSULATION TYVEK WRB OVER TREMCO EXOAIR 230 OVER 1 2" CDX PLYWOOD W/ 1 8" GAP BET. BOARDS 1 4" SMOOTH HARDIE SOFFIT 1 x 8 HARDIE FASCIA 1 x 2 HARDIE DRIP ALUMINUM DRIP EDGE WITH CRIMPED END 4 12 8" TRUSS HEEL HEIGHT 1 4" SMOOTH HARDIE SOFFIT TO MATCH EXISTING. FINISH WITH STUCCO FINISH TO MATCH EXISTING, ALIGN WITH STAIRWELL EXTERIOR SOFFIT FRAME OVERHANG TO ALIGN TOP OF NEW FASCIA WITH TOP OF EXISTING FASCIA OF STAIRWELL ROOF 1 x 2 HARDIE TRIM 1 x 8 HARDIE FASCIA ARCHITECTURAL SHINGLE ROOFING OVER LIQUID WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING, SEE STRUCTURAL DRAWINGS R-30 SPRAY FOAM INSULATION PRE ENGINEERED ROOF TRUSSES 5 8" DRYWALL FINISH (LEVEL 5) 8" CONTRACTOR SHALL FIELD VERIFY EXACT SLOPE OF EXISTING REAR ROOF - MATCH EXISTING ALL CASING, TRIM & BASEBOARD TO BE SELECTED BY INTERIOR DESIGNER, SEE THEIR DRAWINGS 1 2" DRYWALL W/ LEVEL 5 FINISH ON WALLS 4'-2" 1 2" CDX PLYWOOD 5 8" ROOF SHEATHING 1 x 2 HARDIE DRIP ALUMINUM DRIP EDGE WITH CRIMPED END ANDERSON WINDOW TO BE SELECTED BY OWNER LIQUID APPLIED WATERPROOFING OVER ENTIRE ROOF ARCHITECTURAL SHINGLES PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O NV I L L E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-1.2 ROOF PLAN & DETAILSROOF PLAN 1/4" = 1'-0" ROOF DETAIL @ KITCHEN EXTENSION 1/2" = 1'-0"A-1.2 1 A-1.2 1 ROOF DETAIL @ WINDOW HEAD 3/4" = 1'-0"A-1.2 2 A-1.2 2 ______ J ____ _ ---7 ,-,------------+-----!----'I,~-+ I L I I I I I I I -- - - - - --7 -- - - - -----~ - -_J - - - - - - --- - - - - - - - - - - -_l -~~~ ..... , 7 ,,--- - - --- ----f---~ -,- 11 I < :f : ~- I --~------~-----7~ I I I I I 11 ,. ~ • I - -.. . I G I - __ L _____________________ _ ' 0 WINDOW SCHEDULE TYPEMARK FINISH GLASS TYPE TBD LOW E ROOM DINING ROOM DINING ROOM / LIVING ROOMLOW E LOW E ALUMINUM CLAD/WOOD CASEMENT LOW E LOW E REMARKSROUGH OPENING SIZE 17 1/2" X 72-5/8" LOW E LOW E 48 1/2" X 72 5/8" LIVING ROOM 24 5/8" X 72 5/8" 32 5/8" X 72 5/8" 64 3/4" X 71 7/8" 17" X 72 5/8" 72 5/8" X 52 13/16" ALUMINUM CLAD/WOOD PICTURE ALUMINUM CLAD/WOOD CASEMENT ALUMINUM CLAD/WOOD CASEMENT ALUMINUM CLAD/WOOD CASEMENT ALUMINUM CLAD/WOOD PICTURE ALUMINUM CLAD/WOOD CASEMENT NOTE: 1. WINDOW MANUFACTURER WILL BE ANDERSON WINDOWS OR EQUAL. 2 CONTRACTOR IS RESPONSIBLE FOR FINAL COUNT AND FIELD CONFIRMATION OF ALL WINDOW SIZES WITH ROUGH OPENINGS. TEMPERED GLASS SHALL BE INSTALLED IN ALL WINDOWS REQ'D. BY FBC. 3. GLAZING TO BE TEMPERED IN ALL LOCATIONS REQUIRED BY CODE. 4. EGRESS WINDOWS REQUIRED IN ALL BEDROOMS. CONTRACTOR SHALL VERIFY WINDOW'S COMPLIANCE PRIOR TO PLACING ORDER. 5. SCREENS TO BE INSTALLED ON ALL OPERABLE WINDOWS. 6. ALL OPERABLE WINDOWS 72" ABOVE FINISHED GRADE WITH A SILL HEIGHT LESS THAN 24" FROM FINISH FLOOR REQUIRE FALL PROTECTION PER FBC R312.2. CONTRACTOR IS RESPONSIBLE FOR DETERMINING WINDOWS REQUIRING FALL PROTECTION AND INSTALLING REQUIRED WINDOW OPENING RESTRICTION HARDWARE. EGRESS WINDOWS ARE REQUIRED TO HAVE FALL PROTECTION HARDWARE THAT COMPLIES WITH ASTM F2090. LOW EALUMINUM CLAD/WOOD CASEMENT 2ND FLOOR HALLWAY/ PORCH FIRST FLOOR ENTRY DOOR SITELITES MASTER BATH TOILET ROOM LIVING ROOM, DINING, & ENTRY FOYER 32" X 34 1/2" GUEST BEDROOM #2 TBD TBD TBD TBD TBD TBD TBD 7. ALL WINDOW SIZES, COLORS AND HARDWARE SHALL BE SELECTED BY OWNER OR INTERIOR DECORATOR AND FINAL APPROVAL BY INTERIOR DESIGNER/OWNER REQUIRED PRIOR TO PURCHASE. EGRESS LOW E 20 1/2" X 48 5/8"ALUMINUM CLAD/WOOD CASEMENT KITCHENTBD TH I C K N E S S HE I G H T HALLWAYGUEST BATH #1 1 3/4" 1 3/4" FR O M TO WI D T H ROOMMARK SIZE TYPE REMARKS 6'-8" 6'-8"2'-6"" 1 1 3/4" 1 3/4" ENTRY FOYERFRONT PORCH 7'-0"9'-0" 3'-0" 1 3/4" 1 3/4" 1 3/4"6'-0" DOOR SCHEDULE FRENCH 2'-8 SOLID CORE SLAB 2'-8" 2'-8" 1 3/4"GARAGE 1 3/4"2'-8" 1 3/4"2'-6" 1 3/4" 6'-8" 6'-8" 6'-8" 6'-8" OP E N I N G 2 3 4 5 6 7 8 9 10 11 GARAGE 7'-0" 6'-8" 6'-8" 6'-8" GARAGE DEN CLOSET CLOSET EXTERIOR EXTERIOR EXTERIOR DOOR HALLWAY GUEST BEDROOM 16'-0" 3'-0" GUEST BEDROOM -2 GUEST BATH -2 HALL GUEST BEDROOM #3 GUEST BEDROOM #3 GUEST BATH SOLID CORE SLAB WIND RATED GARAGE DOOR WITH WOOD FINISH FRENCH TEMPERED GLASS BI-FOLD SOLID CORE SLAB BI-FOLD HALLWAY14REAR BALCONY 7'-0"2'-8"FRENCH1 3/4" MASTER BEDROOM15HALLWAY 3'-0"1 3/4"6'-8" MASTER BATH16 2'-8"6'-8" W.C.17 2'-4"6'-8" PANTRY18KITCHEN 2'-4"6'-8" POWDER ROOM19KITCHEN 2'-4"6'-8" 20 6'-0"7'-0" SOLID CORE1 3/4" 1 3/4" 1 3/4" SOLID CORE HOLLOW CORE 1 3/4"SOLID CORE 1 3/4" BIRCH SLAB DOOR DINING ROOM SIDE DECK NOTE: 1. ALL UNITS SHALL BE FIELD VERIFIED FOR EXACT SIZE AND SWING 2. GLAZING TO BE TEMPERED IN ALL LOCATIONS REQUIRED BY CODE. 12 GUEST BATHROOM #1GUEST BEDROOM #1 2'-4"13 6'-8"1 3/4" OWNER'S BEDROOM M. BATH HALLWAY KITCHEN TEMP PR OF FRENCH DOORS WITH SIDE LITES 3. FRENCH DOORS INCLUDE HARDWARE. HALLWAY GUEST BEDROOM -2 SOLID CORE SLAB SOLID CORE SLAB SOLID CORE SLAB BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR TEMPERED GLASS SOLID CORE SLAB BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOOR FRENCH TEMPERED GLASS SOLID CORE EXTERIOR 6-PANEL FIBERGLASS DOOR W/ UPPER GL. LITES BALCONY 6'-8"2'-8"1 3/4"FRENCH TEMP FRENCH DOOR 21 HALLWAYHALLWAY HVAC CLOSET BIFOLD3'-0"6'-8"1 3/4" 22 23 HALLWAY CLOSET BEDROOM #3 CLOSET 1'-8"6'-8" 5'-0"6'-8" HOLLOW CORE1 3/4" PAIR HOLLOW CORE1 3/4" BIRCH SLAB DOOR BIRCH SLAB DOOR BIRCH SLAB DOORS SINGLE LITE FRENCH DOOR ENTRY FRENCH DOORS VARIES 6' - 8 " PAIR SINGLE LITE FRENCH DOORS 6'-0" 7' - 0 " 7' - 0 " 7'-7 7/8" VARIES 6' - 8 " 6' - 8 " SOLID CORE SLAB BIRCH DOOR GARAGE DOOR 16'-0" 7' - 0 " VARIES HOLLOW CORE SLAB BIRCH DOOR BI-FOLD 2'-4" HOLLOW CORE SLAB BIRCH DOOR 6' - 8 " TEMP. GLASS TEMP. GLASS EXTERIOR FIBERGLASS 6-PANEL DOOR W/ UPPER GLASS LITES 3'-0" 6' - 8 " B C E GAD DINING ROOM DINING ROOM LIVING ROOM LIVING ROOM LIVING ROOM 2ND FLOOR HALLWAY/PORCH TEMPERED ENTRY FOYER SIDELITES TEMPERED GUEST BEDROOM #2 (EGRESS) 9' - 0 " 8' - 0 " H DINING ROOM RO: 17 1 2" x 72-5/8" RO: 48 1 2" x 72-5/8" RO: 24 5/8" x 72-5/8" RO: 32" x 72-5/8" RO: 63 3/4" x 71-7/8" RO: 17" x 72-5/8" KITCHEN RO: 20 1/2" x 48-5/8" J ENTRY FOYER MASTER BATH TOILET RM. RO: 32" x 34" K 72 5/8" x 52 13 16" PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J AC K S ON V I L L E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-1.3 WINDOW & DOOR DETAILS & SCHEDULE r " . \.. ~ I G 1\ B r: n E (~ ~--r J K 0 0 0 0 0 0 0 - ' I I I --,, ., ., ., ,c/'0>&1l .... · .. ~~\1 .... ,· '. ' I • '',,' ' ··.·• .. ;\{!; 1c·.•••••···[-;~\ DJ EXIST. STUCCO FINISH TO REMAIN, REPAINT EXISTING WINDOWS EXISTING WINDOWS EXISTING WINDOW EXISTING WINDOW EXISTING WINDOWS NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY ARCHITECTURAL SHINGLE ROOF ON TREMCO WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES NEW TRUSSES OPERABLE LEAF EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING. STAIN WITH ARBORCOAT FINISH. EXISTING SIDING CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT EXISTING ROOF, REPLACE SHINGLES TOP OF SECOND FL. EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" SECOND FLOOR UPPER PLATE EXISTING TOP PLATE RE-USE EXISTING WINDOW 46 1 2" X 46" EXISTING WINDOW RELOCATED INSTALL TEMPERED GLASS EL. +18'-0 3/8" EL. +/-16'-9 5/8" PANEL 3' - 0 " D VENT GAS FIREPLACE THRU SIDE WALL, IF REQUIRED RELOCATED ELEC. METER RELOCATED A/C UNITS NEW WOOD FENCE PANEL TOP OF SECOND FLOOR EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" SECOND FLOOR UPPER PLATE EL. +18'-0 3/8" EXISTING TOP PLATE EL. +/-16'-9 5/8" NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY ARCHITECTURAL SHINGLE ROOF ON TREMCO EXO-AIR 230 WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES EXISTING ROOF REPLACE SHINGLES G E EXISTING WINDOWS EXISTING SIDING TO REMAIN - REPAINT EXISTING ROOF OVER STAIR, REPLACE SHINGLES J NEW P.T. WOOD COLUMN, SEE STRUCTURAL DRAWINGS NEW HARDIE SIDING EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT D J E EGRESS EXISTING WINDOW REINSTALLED EXISTING WINDOW REINSTALLED SL O P E 3 : 1 2 NEW OVERFRAMING TO EXTEND ROOF OVER KITCHEN EXTENSION 1 A-1.2 2 A-1.2 3" M A X 3' - 0 " VENT HOOD TOP OF SECOND FLOOR EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" PATCH SIDING TO BE CONTINUOUS WITH EXISTING IN AREA WHERE WINDOW WAS REMOVED EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING. STAIN WITH ARBORCOAT FINISH. EXISTING FIXED GLASS EXISTING DOOR & FIXED GLASS 4 12 NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY ARCHITECTURAL SHINGLE ROOF ON TREMCO EXO-AIR 230 WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES EXISTING GABLE END EXISTING WINDOWS EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING, STAIN WITH ARBORCOAT NEW P.T. WOOD COLUMN, SEE STRUCTURAL DRAWINGS EXISTING COLUMNS EXISTING DECKNEW DECK EXISTING ROOF REPLACE SHINGLES NEW SLOPED ROOF 4 12 4 12 3 12SECOND FLOOR UPPER PLATE EL. +18'-0 3/8" EXISTING TOP PLATE EL. +/-16'-9 5/8" 3' - 0 " REPAINT EXISTING SIDING TOP OF SECOND FLOOR EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" SECOND FLOOR UPPER PLATE EL. +18'-0 3/8" EXISTING TOP PLATE EL. +/-16'-9 5/8" 4 12 EXISTING WINDOW EXISTING SIDING NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING. STAIN WITH ARBORCOAT FINISH. EXISTING ROOF, REPLACE SHINGLES HARDIE LAP SIDING 4" HARDIE CORNER BOARD TRIM 2 1/2" HARDIE WINDOW TRIM 5 4" X 2 1/2" HARDIE DOOR TRIM, TYP. ARCHITECTURAL SHINGLE ROOF ON TREMCO WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES EXTEND 2X P.T. WOOD FASCIA BOARD 4' TO MATCH EXISTING NOTE: ENTIRE EXTERIOR TO BE REPAINTED. COLOR TO BE SELECTED BY OWNERS. CEDAR WOOD FINISH GARAGE DOOR PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O NV I L L E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-2 EXTERIOR ELEVATIONS EAST (SIDE) ELEVATION SCALE: 1/4" = 1'-0"A-2 1 NORTH (FRONT) ELEVATION SCALE: 1/4" = 1'-0"A-2 2 WEST (SIDE) ELEVATION SCALE: 1/4" = 1'-0"A-2 3 SOUTH (REAR) ELEVATION SCALE: 1/4" = 1'-0"A-2 4 r " • - // _/ L/ ./ // -/ .. ,-:: I I I \.. ~ I -G ~-:: .. ::. ' -~ :: .. > ---·-•~ - ' ------·------'.~ ~:>·· ~-·~ ~-•~ ~;: >:, .:.:.·•·,,/~ ~ ~-:·:_;_ .. __ ---..: ~~,.--·~ ~~ -/ '·• ..... ~ -:-: .. ---~ ---' ·,,, ~ ' ' ' -----------------. :~ ' ' --~= =.:;;_ ~~ -------::-:---~ ·•-' -~ TT • --j -{/} i --~ ,- @] C - I' 8 I --; ! 0 --' ! ! ' ' ~ ! ; ~ - ' ; -~ 1,,-~ , - ·,_ ; ; @ -h ~ "-/ ,- 0 0 Ir 0 ~ ,-'0 - A A I'----r----, \, I ; ---~ ,- ' ~ ,- I I I I ! ,. ; I ' ' ' ' ' I I I I II I ~ ' I I I I L I I ! ~ ' ' ' ' ' ' -&--' ---------'I-' ' I' ' I/ ', I: ' ' " ~ ~ ~ ------ i ' I r r -" ~ I ~ 0 ~ ~ ; L - ~ 0 r ,- / ' L, 11,---I 2 I ~ ~ Ir-' r ,- H H r ,-~ ~ II'--I'-' r ,_ ~ ~ . le ! ... --~ -r ,-~ ~ -r -,-~ --r ,-~ -~ .L = 0 ------ ' -- ,/ ' ~ -;•~· - ~- ', ~--_:.----~"--,--;: ' -.......:.--~>-----... ~ ---------: ~<-~/ -· ~ ----~ ~--•~ A ~ f =) // \ ' $ -----''··, :,,.,,< . -. ":.·:.--·-.,,, --/-~~ ~ '·•., ..•. ,, --_,.,,,,.-::.: . --r-:: ' ', --.__ <'¾... ~;:.:.-· ~ ,,·/- ~I :::----::=:._ ~:~ ' ----' Ir: ~;--- Ir I -~ - I I I • I " ~ I"' ~ -r ~ ,, ~ 0 0 ~ -r ~ r ~ - ~ 0 -r 0 ~ r ~ IC IC ~ -r ~ r ~ ..... I ~ ~ ~ r ~ r ~ _j-[] i= "' - \ 0 ~ I, -,.. ·, -',, ! ~ / -, -' ' .. ' \ 4-' ., -~ ~ I ', ------ ' ,r ~ I ---, ', r I I ', $ r / ~+ ' --------' r " I II I ' -~ ' --,. w ' ~ ! ,-/ r / l ' -I / -[J CJ j i rn 0 I/ ~ ~ r i , ~ ~ r / / I .• " - -• r -\ --~ - --I/ ~ r [□ r --~ ,... r ~ ' 01,, -~ ~ ~ ~ --r -cJ' - -, I - ' ,_, SUBFLOOR 2ND FLOOR EL. +9'-0" FINISH FIRST FLOOR EL. +0'-0" NEW ROOF TOP PLATE EL. +18'-0-3/8" EXISTING TOP PLATE EL. 16'-9 5/8" APPROXIMATE GRADE GARAGE E D G GUEST BEDROOM HALLWAY DEN LAUNDRY (3) NEW LVL RAISED BEAMS WITH DRYWALL EXISTING BEAM WITH DRYWALL FINISH SLOPE 1 8"/ L.F. EXISTING 2 X 10 FLOOR FRAMING EXISTING SLAB SOUND BATT INSULATION BETWEEN FLOORS, TYP. NEW CABLE RAIL HANDRAIL EXISTING ROOF NEW ROOF TRUSSES WITH NEW PLATE HEIGHTEXISTING ROOF TRUSSES 5 8" DRYWALL FINISH (LEVEL 5) 5 8" DRYWALL FINISH (LEVEL 5) CONCRETE SLAB, SLOPE TOWARD DOOR 5/8" DRYWALL R-13 BATT INSULATION 2 X 4 WOOD FRAMING @ 16" O.C., TYP. EXISTING SLAB WOOD FINISH FLOORING BASE TO BE DETERMINED BY INTERIOR DESIGNER EXISTING CMU WALL (INFILL AREAS, AS REQUIRED PER NEW LAYOUT) NEW SUPPORT POST TO ALIGN WITH EXISTING POSTS, CASE OUT TO MATCH EXISTING NEW IPE DECKING NEW ROOF TO MATCHING EXISTING SMOOTH HARDIE SOFFIT WITH STUCCO FINISH 2 x 8 TRIM BOARD METAL FLASHING DRIP EDGE WITH HEMMED EDGE HARDIE LAP SIDING 2 x 8 TRIM NEW STEEL FRAME R30 BATT INSULATION 1 x TRIM 1 x 2 WOOD TRIM LAP SIDING 1 x 2 WOOD TRIM METAL FLASHING WITH HEMMED EDGE GARAGE DOOR 3'-0" D GAS FIREPLACE, SEE INTERIOR DESIGN DRAWINGS FOR DETAILS E SLOPES DOWN FROM 9' TO TO OF BEAM, SEE STRUCTURAL DRAWINGS A/S-6 EXISTING TRUSSES IN KITCHEN AREA TO BE MODIFIED, SEE STRUCTURAL DRAWINGS SHEET S-3 AND S-6. CONTRACTOR SHALL CONTACT ENGINEER OF RECORD UPON EXPOSING EXISTING TRUSS PROFILE FOR MODIFIED TRUSS REPAIR TO RAISE CEILING NEW LVL BEAM, SEE STRUCTURAL DRAWINGS EXISTING TUBE STEEL COLUMN TO REMAIN (IN WALL) EXISTING TUBE STEEL COLUMN TO REMAIN (IN WALL) EXISTING COLUMN TO REMAIN (IN WALL) ALL FINISHES AND TRIM, SEE INTERIOR DESIGN DRAWINGS AND DETAILS EXISTING TRUSSES SEE INTERIOR DESIGN DRAWINGS FOR CABINETS AND KITCHEN FINISHES J J NEW BUILT-UP POST, SEE S-3 STRUCTURAL DRAWINGS EXISTING WINDOW RE-INSTALLED IN NEW LOCATION EXISTING WINDOW RE-INSTALLED IN NEW LOCATION ADD TOPPING TO EXISTING SLAB TO ALIGN NEW FINISH FLOOR WITH EXISTING SOUND BATT INSULATION BET. FLOORS EGRESS TEMPERED NEW RAISED BEAM ALIGN NEW 4 X 12 WITH EXISTING BEAMS RAISE CEILING IN KITCHEN TO ALIGN WITH NEW LIVING ROOM CEILING, SEE STRUCTURAL DRAWINGS EXISTING GLULAM BEAM CMU LEDGE SMOOTH STUCCO FINISH OVER 1 4" HARDIE SOFFIT BOARD SPRAY FOAM INSULATION NEW PRE-FABRICATED WOOD TRUSSES A-1.2 1 A-1.2 2 6 MIL. VAPOR BARRIER ON TERMITE TREATED WELL COMPACTED CLEAN FILL 5 8" DRYWALL, TAPED & FINISHED 1 X 2 TRIM 1 X 3 DOOR CASING 1/2" DRYWALL SLOPE 1 8"/ L.F. LIVING ROOM KITCHEN ATTIC NEW OPEN CELL SPRAY FOAM INSULATION R-22. CLOSE UP ALL VENTED OPENINGS IN THE EXISTING ATTIC 3" M A X PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O N V I LL E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-3.1 BUILDING SECTION 1/2" = 1'-0" BUILDING SECTION A-3.1 1 ,1 I' -----------------------------------------1'~i:' =!:cu";=-=-=-=-= -=,r 7 JT,!cc/ ~:::::::1\"·~Ti-= -= -= -= -= -= -=-r,!e\=L~:::::jr:\ J:::::::J,~1 ~ 1 i:::::::l\:i:::~~\QI/ r=-=-=-=-=-~=-:iw:-:-:-:-:-:-:-:-:r~=-=-=-=-=-=-~~Jlf=-=-=-=-=-=-=-=-gri:-:-:-:-:-:-:-:-:iw:-:-:-:-:-:-:-:-:rr:-;;;-:-:-:-:-:-:-J'b:-:-:-:-:-:-:-:ig'd~=-=-=-=-=-=-i~~tt:r~tt1rttr:i&z:U~lf\) "-- - --H---,-,-,--IL---- - T 1----s-,1-\ 0 I I 0 I I I 1-I 1- 0 0 I I I I I I I I I I I I I I I I I I I I I I I I ' 1- 1 I I I I I I I \ I I I I I I I I I I ··o • 1, 0 • • ' / I I- , "' • "--. I () 0 +/-4'-2" V.I.F. 4 12 8" TRUSS HEEL HEIGHT 1 4" SMOOTH HARDIE SOFFIT TO MATCH EXISTING. FINISH WITH STUCCO TO MATCH EXISTING FRAME SOFFIT DOWN TO ALIGN NEW FASCIA WITH EXISTING FASCIA OF STAIRWELL ROOF 1 x HARDIE TRIM 2 x 8 P.T. FASCIA - EXTEND 4' BEYOND THE GABLE END - FLASH TOP OF FASCIA BOARD ARCHITECTURAL SHINGLE ROOFING OVER CDX PLYWOOD SHEATHING - SEE STRUCTURAL DWGS. R22 SPRAY FOAM OPEN-CELL INSULATION PRE ENGINEERED ROOF TRUSSES 5 8" DRYWALL FINISH (LEVEL 5) BASEBOARD, SEE INTERIOR DESIGN DRAWINGS 5 8" DRYWALL FINISH (LEVEL 5) HARDIE LAP SIDING 1 x 2 WOOD TRIM NEW CONCRETE SLAB SEE STRUCTURL DWGS. NEW FOOTING - SEE STRUCTURAL DWGS. GARAGE 8" CONTRACTOR SHALL FIELD VERIFY EXACT SLOPE - MATCH EXISTING ALL CASING, TRIM & BASEBOARD TO BE SELECTED BY INTERIOR DESIGNER, SEE THEIR DRAWINGS SOUND BATT INSULATION BETWEEN FLOORS 6 MIL. VAPOR BARRIER ON TERMITE TREATED WELL COMPACTED CLEAN FILL TREMCO EXOAIR 230 OVER 1 2" CDX PLYWOOD ON 2 x 6 WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED 1 2" DRYWALL TAPED & FINISHED TO LEVEL 5 FINISH 1 2" DRYWALL TAPED & FINISHED TO LEVEL 5 FINISH LIVING ROOM WINDOW ASSEMBLY ALUMINUM HEAD FLASHING WITH HEMMED EDGE OVER WINDOW HEAD SET IN BED OF SEALANT 1 1/2" HARDIE WINDOW TRIM STAINLESS STEEL FASTENERS PER WINDOW MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS 1/2" GYP. BD. WITH LEVEL 5 FINISH CASING TO BE SELECTED BY INTERIOR DESIGNER TYVEK OR EQUAL CONSTRUCTION TAPE OVER TOP OF METAL FLASHING DO NOT CAULK JOINT!!! SHIM WINDOW AND FILL VOID WITH NON-EXPANDING WINDOW FOAM INSULATION HARDIE LAP SIDING - PAINTED FINISH INTERIOR EXTERIOR TREMCO DYMONIC 100 SEALANT BEHIND FLASHING- INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ALUMINUM HEAD FLASHING WITH HEMMED EDGE OVER WINDOW HEAD SET IN BED TREMCO DYMONIC 100 SEALANT TREMCO DYMONIC 100 SEALANT BEHIND OF METAL FLASHING TREMCO EXOAIR 230 WATERPROOFING ON 1 2" CDX PLYWOOD SHEATHING TYVEK VAPOR BARRIER ALUMINUM SILL PAN WITH END DAMS, BACK DAM & HEMMED DRIP EDGE OVER TYVEK HOUSEWRAP & TYVEK TAPE OR EQUAL. EXTEND OVER TRIM 1 1/2" HARDIE TRIM BOARD - PAINTED FINISH WINDOW ASSEMBLY INSTALL PER MANUFACTURER'S INSTRUCTIONS AT EACH FASTENER LOCATION, PROVIDE SEALANT BELOW AND ABOVE SILL PAN CONTINUOUS BEAD OF SEALANT BELOW WINDOW PAN AND ALONG BACK DAM OF PAN NON-CONTINUOUS SEALANT BEADS BELOW AND ABOVE SILL PAN ADHERE TYVEK SEALING TAPE OR EQUAL OVER THE END DAM OF ALUMINUM PAN (EACH SIDE) AND RUN FLASHING CONTINUOUSLY UP THE JAMB ON BOTH SIDES OF ROUGH OPENING STAINLESS STEEL FASTENERS PER MANUFACTURERS WRITTEN INSTRUCTION LEVEL WINDOW WITH NON CONTINUOUS COMPOSITE SHIMS IN WINDOW PAN TAPE TYVEK CONSTRUCTION TAPE (9") OR EQUAL EACH DIRECTION OVER TYVEK WRB PER MANUFACTURER'S INSTRUCTIONS PRIOR TO SETTING ALUMINUM WINDOW PAN TYVEK WRB OR EQUAL- INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS OVER SHEATHING1 2" DRYWALL TAPE & FINISH WITH SMOOTH FINISH WOOD APRON TO MATCH EXIST. 2X WOOD SILL HARDIE BOARD LAP SIDING, PAINTED FINISH 2 x 6 WOOD STUDS WITH R-19 BATT INSULLATION P.T. P.T.TREMCO EXO-AIR 230 WATERPROOFING ON PLYWOOD SHEATHING NEW HARDIE BOARD SIDING - PAINT TAPE TYVEK CONSTRUCTION TAPE (9") OVER TYVEK WRB PER MANUFACTURER'S INSTRUCTIONS OR EQUAL WINDOW ASSEMBLY WITH FINS (DO NOT TAPE SILL FIN!) PLUMB & LEVEL WINDOW WITH NON CONTINUOUS SHIMS @ EACH FASTENER. 6" TYVEK CONSTRUCTION TAPE OR EQUAL OVER WINDOW FIN 1/4" GAP FOR BACKER ROD & SEALANT STAINLESS STEEL FASTENERS PER MANUF. WRITTEN INSTRUCTIONS2 X 6 WOOD FRAMING @ 16" O.C. 1 2" GYP BD. - LEVEL 5 FINISH R-19 UNFACED BATT INSULATION 1 X 4 WOOD CASING W/ PAINTED FINISH TREMCO EXO-AIR 230 WATERPROOFING OF SHEATHING. INSTALL PER MANUFACTURER'S INSTRUCTIONS NON-EXPANDING SPRAY FOAM FOR WINDOWS BACKER ROD & SEALANT AROUND ENTIRE INTERIOR OF WINDOW FRAME 1 1/2" HARDIE TRIM BOARD - PAINT TY-VEK WRB 4 12 NEW OPEN CELL SPRAY FOAM R-22 INSULATION EXISTING ROOF 5 8" DRYWALL FINISH (LEVEL 5) 5 8" DRYWALL FINISH (LEVEL 5) HARDIE LAP SIDING NEW CONCRETE SLAB SEE STRUCTURL DWGS. EXISTING SLAB DEN SUBFLOOR 2ND FLOOR EL. +9'-0" FINISH FIRST FLOOR EL. +0'-0" EXISTING TOP PLATE EL. 16'-9 5/8" ALL CASING, TRIM & BASEBOARD TO BE SELECTED BY INTERIOR DESIGNER, SEE THEIR DRAWINGS EXISTING TUBE STEEL COLUMN TO REMAIN STAINLESS STEEL CABLE RAIL HANDRAIL HALL 2" P.T. SLEEPERS 1 X 4 P.T. WOOD DECKING 2 X 4 HARDIE 2" X 6", 26 GAUGE GALVANIZED "L" METAL (BONDERIZED) SLOPED DECK 3 3/4" 3 4" MARINE GRADE SHEATHING SLOPE 1 4"/ FT. GS88 PIGMENTED SEALER GU80 TOP COAT 3 4 OZ FIBERGLASS & PD RESIN, SEE PLI-DEK'S MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION GU80 BASE COAT 2.5 GALVANIZED METAL LATH TREMCO EXO-AIR 230 WATERPROOFING 4 3 / 4 " NOTE: CONTRACTOR SHALL INSTALL PLI-DEK WATERPROOFING PER MANUFACTURER'S WRITTEN INSTRUCTIONS & DETAILS. 3 4" X 11 1 4" FASCIA BOARD 2" P.T. SLEEPERS 2 X 4 P.T. TRIM P T 1 2" DRIP STAINLESS STEEL FLASHING VERTICAL FLASHING COATED WITH PD FLASH COAT AND/OR GS88 PEGMENTED SEALER REFER TO TB-110 FOR INCLEMENT WEATHER P T STAINLESS STEEL HANDRAIL FACE MOUNTED TO DECK 1 X 4 P.T. DECKING HARDIE LAP SIDING 3 3 / 8 " 4" GS88 PIGMENTED SEALER GU80 TOP COAT 3 4 OZ FIBERGLASS & PD RESIN, SEE PLI-DEK'S MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION GU80 BASE COAT 2.5 GALVANIZED METAL LATH P T TREMCO EXO-AIR 230 WATERPROOFING 1 2" CDX PLYWOOD SHEATHING HARDIE SIDING - TO BE PAINTED. COLOR TO BE SELECTED BY OWNER TYVEK WRB OR EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS 5 4 HARDIE 6" CORNER TRIM BOARDS - PAINT. COLOR TO BE SELECTED BY OWNER 1 2" GYP. BD. R-19 UNFACED BATT INSULATION TREMCO EXO-AIR 230 WATERPROOFING APPLIED TO 1 2" CDX PLYWOOD - INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S O N V I LL E , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com A-3.2 WALL SECTION AND DETAILS 1/2" = 1'-0" WALL SECTION A-3.2 2 3" = 1'-0" DETAIL - WINDOW HEAD A-3.2 3 3" = 1'-0" DETAIL - WINDOW SILL A-3.2 4 3" = 1'-0" DETAIL - WINDOW JAMB A-3.2 5 1/2" = 1'-0" WALL SECTION THRU DEN & PORCH A-3.2 1 3" = 1'-0" DETAIL - CORNER OF WALL A-3.2 6 2.5 GALVANIZED METAL LATH 3/4 OZ. FIBERGLASS & PD RESIN GU80 BASE COAT PLYWOOD SUBFLOOR GU80 TOP COAT GS88 PIGMENTED SEALER 6" SCALE: NTS ISOMETRIC OF WATERPROOFING @ DOOR THRESHOLD A-3.2 7 3" = 1'-0" DETAIL DECK TO WALL FLASHING/SIDING A-3.2 8 3" = 1'-0" DETAIL DECK TO WALL FLASHING/SIDING A-3.2 9 EMBED CONTINUOUS BEAD ASTM C920 POLYURETHANE SEALANT BETWEEN OVERLAP SEAM GRAVEL STOP HEIGHT 3/16" NOTES: ·ALL FLASHING TO BE GALVANIZED AND MINIMUM 26 GAUGE. ·ALL METAL FLASHING SURFACES REQUIRE CLEAN WIPE WITH SOLVENT PRIOR TO INSTALLATION, (MEK, ACETONE, XYLOL, XYLENE, ISOPROPYL ALCOHOL OR VINEGAR). ·ALL FLASHING OVERLAPS SHALL BE A MIN. OF 4" INSTALLED NOT TO "BUCK" WATER. ·THE FACE SEAM OF THE SHEET METAL OVERLAP, HORIZONTAL AND VERTICAL OVERLAPS, SHALL HAVE AN EMBEDMENT OF 3/4" SEALANT BEAD. (SURFACE SEALANT NOT ACCEPTABLE). ·APPLY CONTINUOUS SEALANT 1" IN BOTH DIRECTIONS FROM THE OVERLAP SEAM AND EMBED 1-7/8" PAPERLESS DRYWALL JOINT TAPE WITH A MARGIN TROWEL TO THE ENTIRE SEAM AND ENSURE THE PAPERLESS DRYWALL JOINT TAPE IS COMPLETELY IN THE SEALANT. ·SEALANT IS REQUIRED TO BE A POLYURETHANE SEALANT PER ASTM C 920, IE: SIKA-1A, TREMCO 116 OR 911, SONNEBORN-NP1, DAP PREMIUM POLYURETHANE, QUICKRETE 8660, OR APPROVED EQUAL. ·VERTICAL FLASHING TO BE COATED WITH PD FLASH COAT AND/OR GS88 PIGMENTED SEALER. REFER TO TB-110 FOR INCLEMENT WEATHER OUTSIDE CORNER FLASHING EDGE FLASHING EMBED CONTINUOUS BEAD ASTM C920 POLYURETHANE SEALANT BETWEEN OVERLAP SEAM NOTCHED AT 45° AND BENT TO FIT CORNER PROFILE ASTM C920 POLYURETHANE SEALANT 4" MIN. 4" MIN. ASTM C920 POLYURETHANE SEALANT 3" = 1'-0" DETAIL - EDGE METAL FLASHIING A-3.2 10 A-3.2 8 A-3.2 9 METAL FLASHING I -j I I ,- i ,, l~------,:----_J I I I I I I I I I I I I i i ----;'-- './ I I I I I I I I : II~-=~~~~~~~~~~= I I I I f, I I I I I I I I I I I I I I I I I _JI . </ I ',. ; / I/ ,-', I ' " '1/,1, I.~·/' . I C ' '1/ \ '/ .,' I ', ,, I le-,J •": 1:-:<1 I -~11' . ,, ii... ,,. ,, • 0 RESA21-0010 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 'L\1...\ i'k\/ IE.1?"-"" ~-J~ Permit#: __________ _ *Owner/Project Name: _5""--l '""'l-}:--'-~-"-~=------------------------------------- As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 1'(1'..l'nr::ns~ (~JiN\/\..1'-\ l;'\hl'l-t: rL l\..\ 'L. 'O~ ~c:-_. 2. Sliding 3. Sectional 4. Garage Roll-Up tt A ~ <.oOD O\J~e., ltt;'4P i;i<:~ ~(f--,,vRE. + 'iO"'t. i-L hr,<.o<.ciO, \ 5. Automatic 6. Other M t U.w o rzJL t=l1,1,t.. ~ent-..rr~'ln.. FL I c.ri <fJ ,o '<. -B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 1.t~1&1t.KCOr ,\ l'<:~Tf1C-.rfi ~n'.>t (". n ,.. ;, :, A.! • 4 . Double hung 5. Fixed P-.N002.\r.J y\'J(r;: I) -\ 0'1 {)(l. c;( vl, \Cf:10 3 ({ 'Z 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.0ther Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding ~ ""'~ U ~11., 7 eon 1.._"rNr' \....A. o .S. tf;> r(\J::\. F'L J .~ t 1_'5'" ~ 2. Soffits µ.A~\ ,I :;, \"' ''"""=-r l I - 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 r,:;*A -r,::: ? ~10 '111. ')l'.:)~cM ,"'J~,1:.,.'t 1,\4.1.. FL L'e)/7,1../ ,l~ 2. Under layments Ta..12...(",..... ~~,\ ~ ~~c.,l '-. ' /:1 l o LJ .5::)-~% 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category /Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4.Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood ~ .. )/l'r-connector/anchor S1m~t~ ~~, 11t. t, '(;,\{ \C rei l\l c:.t-1c1 f'."1-\ O'O~C\ (p 2. Truss plates S\'11'1~~\\J ~00..\£-1"1'\C.. ,;>LA-11'; "f.,NtJH:1 61 fL \IJU('¼, ~ 3. Engi neered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updat ed 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): CA:Mf' f'A U f,f.OC~ *Company Name: rl\ e,!4J\\8\}'j f;\JH.KdLS U f < *Mailing Address: (060 Qrrtt-$ 5,"( *City: 1 )ltet5°61'\}$ lLl.£. *Telephone Number: L 4._b Lf) :3:,Y -lr3 (.q Cell Phone Number: Ut. oi) L\b1 -eo~ ~ '\ *Contractor Signature: ~ M "'7 *State: f:l, *Zip Code: 32-2.DY *E-mail Address:_k_e ;:__m___;____:;~=-.;_r{l_~_tJ_c _'N_~,::;;__t)_1.>._1_l _D_e_rt_s_,_<:_o_r'\/'.... __ _ Fax Number: (glJi} ')~ ' 3:tL(2. Page 4 of 4 Updated 10/17/18 RESA21-0010 FORM R405-2020 FLORIDA El11IIERGY EFFIC ENCY CODE i=OR BUILD l"IIIG CONSTRUCTION Flori da Depar lm ent of Business i:: nd Professiona l Regu la ti on -Res idenllial Perform~11ce Method --------m•-------11 •--------•111, _________ ,,. . ...,. ___________ _ Project Name: Street : City, State, Zip: Owner: S lat,,,r Residence 44 D,~wes Ave Atlant c Beach , FL , Bu Ider Name: Pe •mil Office: Atlantic Beach Pe •111lt Number: Jur: sd lction: 261100 Design Location: FL , Ml,YPORT __ NS County: Duva l (Florida Climate Zo ne 2 ) llllll ________ !ftllllll, ________ !IIUIHl, _______ 11111m&l _ ___,__IIIIAI .... ___________ .... ·1. New construction or exi1:-li ng 2. Single family or multi plEi lamily 3. Number of units, if rn!,lltipl e family 4 . Number of Bedroom~ 5. Is this a wors t case ? 6. Cond itloned floor area ,1 Jov e grade (ft2 ) Conditioned floor a(ea ti ~low grade (ft') Existin1; (Projecte Delact111d 4 No 3049 0 10. Wall Type$3271 .8 sqft.) ~. Frame -Wood , Exterior I:,, Frame • Wood, Adjacent 1:. NIA ::. NIA 11. Cefllng Types (1692.0 sqft.) 1:. RoofDeck (Unvented} I:. N/A c. MIA 12. Ducts lns.ulation Area R=19.0 2908.60 ft2 R=13 .0 363 .20 fl2 R= ft• R= ft2 Insulation Area R=22 .0 16f)2.00 t12 R:: fl2 R:: 7. Windows(769.2 sqft.) Description a. U-Factor: Dbl, U=0.28 SHGC: SHGC=0.21 Area 769.19 W 11. Sup : 1!.t Floor, Rel: 1st Flt:,or, AH: 1st Floor I:. Sup: Attic, Ret: Attic, AH: r!lttic R ft' 6 176.41 6 219,96 b . LI-Factor: 1\1/A SHGC: c . U-Factor: NfA SHGC ; Area Weighted Average. Overhang Dept h; Area Weighted Average. SHGC: 8. Skylights c .. U-Faclor:(AVG) NIA SHGC(AVG): NIA 9. Floor Types (3020.0 s:rtt.) a. Slab-On-Gra de Edge nsulatlon b. Floor Over Other S p, t,e c. othe r (see de,alls) Insulation R=0.0 R==O.0 R= ft' 4 .264 ft , 0.210 Area ft2 Area 1 .357.00 fl.,. 1 '357.00 «~ 306.00 fl2 13. Cooling systems il-. Central Unit t. Central Unit 14, Heating syste ms 1;. Electric Heat Pump b. Electric Heat Pump 15. Hot water systems "· Electric l:r C onservation features None 16. C redits uu-■,,.,..., ___ 111un1 ________ ,11,1t,,,_ ______ _ Glass/Flo or Area: o.:~52 Total h -oposed Modified Load:;: 70.82 T otal Baseli(1e Loads.: 79.28 I hereby certify that the p ans and specifications covered by this calculation are In cc:npliance with the Florida l::ne rgy Revi,,iw of the plans and spfic:i'llcations covered by tt1!s calcu lation indicates complian ,::e with 'lhe Florida Energy Code . Befc n~ constructi on is comple·l,e,d this l:;uil ding will be i nspected l':,r compliance With Section 553J1(18 Florii:l,a Statutes. Code. .Jf). ri.. LJ;1 • v-v,.,1!:tv.., I-' . 1..-(,.U.½ PREPARED BY: ,1 DAT E: 5/:::12021 I hereby certify that this building, With the Flori da Energy Go de. OWNER/AGEN DATE : __ BU ILDING OftFICIAL: DATE kBtufhr Efficiency 17 .1 SEER:16.50 23.2 SEER:16.75 kBtu/hr /=fficie noy 17 .6 HSPF:8.50 2.2 .6 HSPF:9.60 Cap: 40 gallons ~F: 0.92.0 Pstat PASS ' HES :::f: .. , .... i, ........ ~:.-::'J.'', ·•~\, ,111'.• -- ·.!- ~ . · • •oo wE1'. lltf"'l -~~ , II_...,.., ____ ..,, ______ IIUQIU.._,, .. -.,---~IIUIJt,.J __ _,,,,_,ffl ___ fll.llmft_.._11_, _______ ., • Com~llance ~quirei, certificati on tiy t he air 1·,a ndler unit m;Jtnufact u rn r that t he ait handler er 11~losure CJuallfles as certifi.El d factory-s~al1➔d i n accordance wit h fl 1U03 .3.2.1 . • Complian~e requ ires m, Air Barrie!' and l nsul1i11ti on Inspection Ch ecklimt i n accordance w it h F:402.4.1.1 and t hi s project requires an envelope leakage test n~p ort with en velope lei11~,age no ~reater t han 7.t'.1 10 ACHSO (R4 02.4.1.2). 5/21202 11 3:11 PM 7.0.00 • Fl aRe s2020 FBC 7th Edition (:~iJ20) Compliant Software Page 1 ofS 1;:0RM R405-2020 INPUT SUIVI MARY CHECl•<UST REPORT 11111 um --••111ww ..... tHII Title: Building Type: Owner Name: 11 of Units: Builder Name: Penni t Office: Jurisdiction: Family Type: New/E~sling: Comment: iUUcmt Slater User =:1,~sidence i::Beach Atlaoti 26110 Detaci Exist ir I:• ·1~,d i) (Projected) IMtllm-----IIIIIJI U,11 , P ROJECT ri•IUIIWI ...__..DMIIJlllt mu Bedrooms: 4 fide r:?SS Type: Condi1Io ned A rea : 30-~!:1 Lot ;~ T9tal Stories: 2 Bloi::11/S ubdivis ion : Worst Case : No Pla U:look: Rotate l>,ngle: 0 Stmi,!t:: Cross Ventilation: Gounty: Whole House Fan: Cit]1 , Stale, Zip: 11111 11111 -_._,,n, CLIMAT E 11111 111,1 ....--11111 Design Te mp Int Design Te ll'lp Heat ing -----Street Adclress 44 De wesAve Duval Atlantic Beach , FL , Design Daily Temp ✓ Design Locati :)11 TM Y Site 97.5 % 2.5% Winter Sumrner Deg ree Days Moisture Range ..... NS FL, 1}11AYPORT ... FL_MAYPORT .. f lS 39 90 70 7" .J 1037 11111 1111~~ 1101. IIUI 11111 BLOCKS I Ut'IJI_Ral __ , _____ _ 111)1 mu 11111 lllfl Ime ,,.... __ N_um_....p_e_r ____ .... N,• Area Volume Block1 1357 10856 2 Block. : 1692 15228 11"1r~IIro•• WWW¥WG ltUl~IIOI SPACES lllll~llttl~m-H_._, 1111.1n1,___.._._, -IIIIIIJA~lllll~m.& Number Narr 11~ 2 1st Floo1 2nd Floe ,r I IIOffl,M Area 1357 1692 .,__, 1111,,...____..__, Volume "0856 "5228 IIMI~ WWWIIUt~•- Kitchen Ocr::1.pants Bedrooms l ·iftl lD Finished No 2 3 ·1 Yes Yes 2 1 'I Yes •11111 IIIIH..ii . -FLOO RS -~lllll~Dtltll 61 Medium .....,___,, Cooled Heat ed Yes Yes Yes Yes .... lllU:t~--- , ~ # Floor Ty E~,· Space Perimeter Perimet1,ir R-Value Area Jcil~.t R-Value Tile if'Jood Carpet 1 Slab-On-G r~ .d1, Edge lnsulatlo 2 Floo r over G 3 Floo r Over C ,,Irag e I•J'1er Space IIIH-----,1 ... ____ _ HlllrUUI IIIIUU ________ _ )HlllDt 1st H llOr 197 .7 ft 2nd Fb or 2hd 1::1:,or ---- llllllf~ .. m-mW ROOF 11111~ .............. iu. Roof Gable (I -·· .... ~-·· .... ■llllllJU ■111111•111 Roof 1357 ft2 ,..,.; __ 0 306 fl2 19 0 1357 ft2 0 0 -Utll /11__,._......, nawww..rmrm 111111.u:u:-• Rad Solar SA Emitt Emil! ✓ # Type Materials Area Are a Color Barr Absor. Tested Tested ...... .. ... .•. Gabl e o1 · ~-hed Co mposition sh lh gl Es 1783 ft• 282 ft2 Medium N 0 .6 No 0.3 No 1111111..--------=--llltllliU ..... lfUlf~Hl''P u..---1111, ATTIC u.umu _________ _ £!Ill~ .. ,._,. 11,,,~uwwawww 1ru,~.-.-ru11u:n.-.~.._, ✓ # Type Veritil.;rtion Vent Ratio (1 in) Area RBS IRCC -.... Full att ic: Unve ·I11~d 0 1692f12 N N IIUII ______ .. __ _ 11tt t~ ltlll~ltlfllt: unuru:r 5/2/2021 3:11 PM 7.0.00 -Fl ,1 Re s2020 FBQ 7th f:dltlo n (:;!(1 20) Compli ant Software 0 1 0 1 0 1 Deck Pitch lnsul. 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I D Fr a me Pa r 1 e s l' J F RC U- F a c t o r SH G C I mp Ar e a De p th Se p a r a t i o n In t Sh a d e Sc r e e n i n g - - 1 N 1 Wo o d Lo w - E Do u b l e Y es 0. 2 8 0. 2 1 N 63 . 0 ft 2 4 ft o in 1 0. 2 ft Qi Dr a p e s / b l i n ds No n e - - - 2 w 5 W oo d Lo w - E Do u b l e Ye s 0. 2 8 0. 2 1 N 10 8 ,0 ft 2 4 ft 0 i n 1 0. 2 ft O i Dr a p e s / b l l { ' l d s No ne - - 3 s 6 Wo od Lo w - E Do u b l e Y es 0 ,28 0. 2 1 N 20 . 1 ft 2 8 .5 ft O in ·1 ft O in Dr a p e s / b l i n d s No n e 4 - - s 6 Wo od Lo w - E Do u b l e Y es 0. 2 8 0. 2 · 1 N 12 .2 ft 2 B. 5 ft o i n '1 ft 0 in Dr a I ) 6 S / b l i , i d s No n e 5 s 6 Wo od Lo w - E Do u b l e Y es 0. 2 8 0 .2 1 N 12 . 9 t t i 8. 5 ft O )1 ' 1 1 ft O in Dr a p e s / b l i r , d s No n e - - ·- - - 6 E 7 Wo od Lo w - - E Do u b l e Y es 0 .2~ 0 .2 1 N 15 . 1 tt • 4 ft 0 i r , ' 10 . 2 ft O I Dr a p e s / b l in ds No n e - - 7 E 7 Wo o d Lo w - E Do u b l e Ye s 0. 2 8 0 .2 1 N 8 .0 f t " 4 ft o in 1 0 . 2 f l 0 i Dr a p e s / b l i n d s No n e - - 8 E 7 W oo d Lo w - E Do u b l e Y es 0. 2 8 0 .21 N 14 . 4 ft 2 4 ft 0 In 1 ft o in Dr a p e s / b l i p ds No n e - - 9 E 7 Wo o d Lo w - E Do u b l e Y es 0. 2 8 0. 2 1 N 15 .0 fl 2 4 ft 0 in 1 0. 2 ft 0 i Dr a p e s / b l i n d s No n e -- - - 10 E 7 Wo o d Lo w - E Do u b l e Ye s 0. 2 8 0. 2 1 N 24 . 0 ff ' 4 ft o i r, 10 .2 ft Qi Dt a ~ e s / b l l p d s No n e - - ·11 N 8 Wo o d Lo w - E Do u b l e Y es 0. 2 8 0 .2 1 N 19 .5 ft 2 4 f t 0 l r, 1 ft 0 In Dr a p e s / b l l r i d s No r i e - - - - 12 ~ 8 'N oo d Lo w - E Do u b l e Y e s 0 .28 0 .2 1 N 26 .0 tt • 4 ft 0 jr , I ft 0 in Dr a p e s / b l l p d s No n e ·- - ·1 3 N 8 Wo od Lo w - E Do u b l e Y es 0. 2 ~ 0. 2 1 N 17 . 8 ft • 4 ft 0 11' 1 1 ft 0 in Dr a p e s / b l in ds No n e - - ·1 4 "l 8 W oo d Lo w - E Do u b l e Y es 0, 2 ? 0. 2 1 N 26 .0 fl 2 4 f t D In 1 ft o in Dr a p e s / b l i n d s No n e - - 15 N 8 Wo od Lo w - E Do u b l e Y es 0. 2 8 0. 2 1 N 26 .0 ft 2 4 ft 0 i 1'1 1 ft 0 in Dr a p e s / b l i n d s No ne 16 w 9 W oo d Lo w - E Do u b l e Ye s 0. 2 8 0. 2 1 N 35 . 1 ft 2 4 ft 0 i l' I 1 ft O in Dr a p e s / b l ip ds No n e - - - - 17 w 9 Wo od L .ow - E Do u b l e Y es 0. 2 ? 0 .2 1 N 56 . 4 ft • 4 ft 0 in 1 ft O in Dr a p e s / b l ir , ds No n e 5/ 2 / 2 0 2 '1 3: 1 1 PM 7 .0. 0 0 . F la R e s2 0 2 0 FB C 7t h !: d l t i o n (;; ? ( 1 2 0 } Co m p l i a n t So f t w a r e Pa g e 3 of 5 FORM R406-202iJ RESUJF.NTIAL ENERG ''I" CON$ER VATJOJ11I' CODE DOCUME,!111'TATION CHECKL.i'S T Florida Dep;.wtm ent of Busines~,· ,md Professional Flr~gulation Simulated Performanc e Altern,:i1 tive (Performance) Method Applicatic1r1s for compliance wi1r1 t he 2020 Floti da Surfding Code, Energy Crtmservation v ia the Residen ti,wl Simulated Petfonmmce Alternative shall r1•1clude : □ Th ,'$ checklist 0 Fc,nn R405-2020 report □ Input summery checklist IJ}at can be U$ed for field verification (us ually fo ur pages/may be great,~.ij □ E.m,,rgy Performance Lev,:1/ (£PL) Displa,y Card (o ne page) □ HVAC system sizing and ,:,election based on AC(~4 Manual S or per exc:1?.ptions provided in Secaon R40:3. 7 □ Man datory Requirements (five pages) Requir;wd prior to CO: □ Air Barrier and lnsulati',:m Inspe ction Compon,:1111 Criteda checklist (Tr:1blf.! R402.4.1.1 -one page) □ A completed 2020 E.m11,i/ope Leakage Test R1:1port (usually one page}: exception in R402.4 t:1/lows dwelling units of R-2 Occupancies and multiple attached singl,1,1 fam l'ly dwellings to oom ply with Section C402. 5 □ If Form R405 duct /ealf.,i~ge type indica tes anyU1ing other than ''defaul! leakage ~, then a completed :2020 Duct Leakage Tf.1.:1t Repo11 -Performancl.i• Method (usually one page) 5/2/2021 3: 11 : 16 PIIA EnergyGaugel!J• USA 7.0 .00 -FlaRes202 0 Fl;,:: 7th Edition (2 020) Compli.~nt Software Page 1 of 1 -IIIIUU I NPUT SI IIVI MARY CHECKL!IST REPORT -um 11n1m~H---IIIJ1,..., .... -.. .... IIUIU: WINDOWl:i 1!11 I 111111.ffQ 0rie!!:;:;;!!.?n shown is lhe enter~.;.,:~!:?Posed orientation. 1.-11111 ✓ Wa ll O ie,rhang # 0ml ID Fra me Pane& l'JFRC U-Factor SHGC Imp Area DeptJ·, Separation 1111 Shade Scree1,ing --18 s 10 Wood Low-E Doub le Yes 0.28 0.21 N 20.1 ft' 4 ft o in 1 ft 0 in Drapes/bl inds No ne 19 s 10 Wood Low-E Double Yes 0.28 0.21 N 40.2 ft2 4 ft Dir, 1 ft O In Drapes/blinds None -- --20 E 11 'Nood Low-E Double Yes 0.28 0.21 N 24.0 ft• 4 ft 0 In 1 ft o In Drapes/blinds None --21 E 11 Wood Low-E Double Yes 0.28 0.2·1 N 16.0 fP 4 ft O in 1 fl o in Drapes/bl Inds None --22 s ·10 Wood Low-E Double Yes 0.28 0.21 N 18.0 ft2 4 fl O Ir, 1 ft 0 in Drapes/blinds None --23 E ·11 Wo od Low-E Double Yes 0.28 0.21 N 11.9 ft2 4 ft O ir, 1 ft 0 in Drapes/b linds None ·---24 E 11 Wo od Low-E Double Yes 0.28 0.2 ·1 N 42.0 ft' 4 ft 0 jr, 1 ft 0 in Drapes/blinds No ne --25 E 11 Wo od Low-E Doub le Yes 0.28 0.21 N 19.5 ft' 4 ft O In 1 ft o in Drapes/bl inds None ·--26 E 11 Wo od Low-E Double Yes 0.28 0.21 N 27.0 ft' 4 ft O ir, 1 ft 0 in Dral)es/bliflds None --27 w 9 Wo od Low-E Double Yes 0.28 0.21 N 27.0 ft2 4 ft O in 1 ft 0 in Drapes/blinds None --28 w 5 Wood Low-E Double Yes 0.28 0:2·1 N 24.0 ft2 4 ft 0 ir, 10.2ftQ i Drapes/blinds None j(.UQQ ;q -'lll;Wlilll UOttt IIIUlm. 111111 GARAGE 1111 HIUtl. tl llitt!W -~-A.l111n aw :hnlllfl ,I # Floo r Area Ceilfng .A 1,1a Exposed Wall Pe1imeter Avg. Wall Heigt,I Exposed Wall Insulation .... ··---1 3(i :· ft2 306 ft" 34 .2 ft 8 ft 0 1111u•~..-:n 11u1~m---------■tt111;., lllllbi ™'™ tnllllll INFIL TRA TIOIN llll 11111~111111 ..... I -:• -IDllillllUUCffll 11111 # Scope M1;thod S .. A CFMSO ELA EqLA ACH ACH50 ····• .... .. - 1 Wholehouse Prop,~1;ed ACH(50) .000,J.:l 3043 .1 166.9El 313.44 .2006 T UIUohl W~lltlltu 111111~-----· llUffflJR caw:-~111111~- HEATING SYS,"l'EM llrnffl'J ✓ -1111111~1"91 911N:lltt.._.t.__,, ... _ ps·1u1 11111 --- # System ·I:;rpe Sub\o/'I:,e Speed l::fiiciency Capaci ty Block Ducts •.. --1 Electric H,,,at Pump/ Nont:· Singl HSP F:8.5 17 .6 kBtu/hr 1 sys#1 --2 Electric H,~al Pump/ Norn, Sing! HSP F:9.6 22.6 kBtU/hr 2 sys#2 1111 UIIUH■ lftPf •-uu,u ..... tllltrutl 1-UIIIQ COOLING SY~i,T'EM 111011.u ✓ nwu111UL lll ..... lllllWU ,.,....um IIIU iUU'I # System ·1:i,pa Subt:1pe Subtype i::'ficiency Capacity t 1ir Flow SHR Block Ducts •·· --1 Central l..riU Nont:· Si ngl SE:ER: 16 .5 17 .1 kBtulhr 5·3 cfm 0 .7 ~ 1 sys#1 2 Central l..r!V --Nonr., Slngl Si::ER: 16.7523.2 kBtu/hr 1;;•:16 cfm 0.7 5 2 sys#2 1111mu~11 1mern --..... nuu 11111 11111 HOT WAT ER SYl::.T EM 110 mu .. -11111011 11411~111111!:P --.:uuu \/ # System Type SubType Loi:.ntion EF C;;!P Use Set;:,r,t Conservation 1 Electri ,:: --None GEtn:ge 0.92 40 ;1r1I 70 gal 120 ,fog None UIIIIW ,. ...... ,1,,1.Q -----••1111 11111 !'" 5/212021 3:11 PM 7.0.00 . Fl9Res2020 FBC 7th Edition (:;!(120 ) Compliant Software Page 4 of 5 FORM R405-2020 1111 ,aNUlfUIIIU INPUT S l,IIVI MARY CHECKL IIST REPORT llllllt.tinl---.• ~,.,1 __ n._..... .... 1WW1111111,.,1~ S OLAR HOT WATEH SYSTEM 11ut1m•'•✓---F.,.S.,EC----•1r111mn, ____ ., ___ _ llllMC---H PF>JIIII._ IIUI Collector Cert # Corrip:any Name System Mode l # Collector Model # Area None Non," tt• lllU tlUl~-,.-•,-•---lllllD.._11 11111 11111 DUCTS mu•.---w-m""•-----111u.--------1111 111)1 11111 •··-Return--Air CFM 25 CFM25 , .. -,. Su pply -- Location R-Value Area Le: :ation Area Lealca,;1,,i Type Handler Tc:1· OUT f 2 1st Fl r:,i:,r Atti,:: 6 176.41 6 219.96 !Ill;,:-11, .. ■1--,Ma• ---IN■lltlln ________ _ llll,_, _______ 'f'-llltl,_ ______ _ Programable Thermostat: '( 1 F loor 67.85 ft Default l..e.akage •;t:tic 84,6 ft2 Defaut1 Lea kage IQl&n. lljWIIUIIMIM TEMPERA rw;1 ES 1111,,._ z=·•m Cei ling Fans: 1st Floor (Default) (Default) Attic ((?e'hlult) u,...11111 (Default) -■-ltlltia Storage Volµme QN RLF Cooling Heating Venting t l Jan X Jan Jan I l Feb ,I( Feb Feb !~Mar Mar X Mar II I tay f1 Jun lJ May Jun :r May JLll1 11 Jul nAu9 Jul Aug Jul Alig n !)ep Sep . ,:,ep Oct ~j Oot Oct ~~g~ Nov Therrnos1at Sc~edule: HEF,:S 2006 Reference Schedule Type 1 2 Cooling (WD) Cooltng (WEH) Heating (WD) AM PM AM PM AM PM 78 80 78 80 65 68 65 Heating (WEH) ~~ uu.,._ ___ , • ...._..,,nnnuml,;.;.._....,;....,. 68 111•n------•-....11111mu,w ___ _, Mass Type Default(8 lbs/sq. ft. 78 80 78 80 65 68 65 68 3 ... 78 80 78 80 65 68 65 68 JUI UJlllffl Are, ;,1 011 ' h .. db 0 ft J ; 1111nun,_ Defautt(8 lbsls:l;!!.,,,., • ..., ______ _ 4 78 80 78 80 65 68 65 68 .... HoUIB 5 6 7 8 9 10 78 78 78 78 80 80 78 78 78 78 78 78 78 78 78 78 80 80 78 78 78 78 78 78 65 65 65 68 68 68 68 68 68 68 68 68 65 65 65 68 68 68 68 68 68 6.8 68 68 UUI Uitl MASS l.tlJII.J. EFFTPT -.,.. lrltl~ Thickness Furniture Fraction Space .... .. 0 fl 0.3 1st Floor 0 ft 0.3 ltll/~~11111~ 2nd Floor 5/2/2021 3: 11 PM 7.0.00 , Fl aRe s2020 FBO 7th !=dltion (:,!020) Compliant Software 11 80 78 80 78 68 68 68 68 FEF HVAC# Heat Cool 1 1 2 2 HDec Dec Dec 12 80 78 80 78 68 68 68 68 Page 5 of 5 FO RM R405--2020 ESTIMATED E::11\I ERGY PERFCH~MANCE INDE.:1(* = 89 ~. New construction or exi:;ling 2. Single f ami ly or multiplEi lamily The lower the Eri,~1rgy Performance lnde:,:, the more efficient the home. 44 Dewes Ave , Atlantic Beach, Fl, Exi sfi n!J :P rojecte Detactu~,j 3. Number of uni ts, if multiple family 10. 'Nall Type and Insulation i,. Frame • Wood, Exterior I:·. Frame• Wood, Adjacent t:. NIA 4. Number of Bedroom s 5. Is this a worst case? 6. Cond itioned floor area ("I "} 7 . Windows" 4 No 3049 t. NIA '11. C:eillng Type an.d insulation lr~•1el ,. . Roof Der.k (Unven ted) I), NIA t:. N/A Insulation Area R=19 .0 2908.60 fl' R=13.0 393.20 ft• R= fl' R= fl2 lnS\llation Area R::22.0 1692.00 n• R= fP R= fl'- R rt• a . U-Factor: SHGC: Description Dbl, U=0.28 :SHGC -0 ,21 i'JfA Area 'i'69.1 9 ft' 12. r.•ucts, lo cation & in sulation l•~vel ,t. Su p: 1st Floor, Rel: 1st Fl<:,c-r, AH: 1s\ Floor t:•. Sup; Attic, Rel; AU(c, A H: /••\tic 6 176.41 G 219.96 b. U-Facto r. SHGC: c. U-Factor: 1\1/A SHGC: d. U-Factor: 1\1/A SHGC : Area W efghted Average Overhang Depth; Area Weighted Average :,HGC: 8. SkyJighls Description a. U-FactQr(AVG ): 1-.J/A SHGC(AVG): 1\J/A 9. Floor Types a. Sfab-On-Gra.de Ed.{li: lnsulatlcm b. Floor Over Other Spice c . other (see detai ls) ft' fl' tt• 4 .264 fl. ,).210 Area ft' lhsulallon Area R=0.0 1357 .00 fP R=0.0 1357 ,00 ft2 R= 306.00 f\2 13. Cooling ,,;ystems ,l. Central Unit l:•. Ce ntral Un it 14-. Heating systems 1,. Electric Heat Pump I:•. Electric Heat Pump 15. Hot water systems n. Electtic b. Conservation features No ne Cm :rns (Perform ance method) I cert ify that this home l'lrns complied with the Florida Energy Efficie ncy Code for Bu ild ing Con struction throug h th:!' ab ove energy saving foatures wh ich will be im,talled (o r exceeded) i n this horne before finEtl lnspectfon. OtherwisE1, a new EPL Display C:;;1rd will be comp leted b;,sed o~ inst•!~ c71 features . E:lui lder Signature: J~~.,,£----Date:~ /z_Jti)Z.( ,t\dd ress pf New Home: _H~A:i}6 Ci·:yt'F L Zip : 32-Z. 55 ·-- kBtu/hr Efficiency 17.1 SEER:16.50 23.2 SEER:1 6 .75 kBtu/hr Efficiency 17.6 HSPF:8.50 22.6 HSPF:9.60 Cap : 40 gallons EF: 0 .92 Pstat *Note: This is not 1:1 Building Energy Rat ini~-If you r Index is below 70, your home may qua lify fo r energy efficient mo rtgage (EEM) incentives if you obtain ~1 Florida ~nergy Rating For in fo rmation about tl1e Florid a Build ing Code, Energy Conservation , contact the Flori da Huilding Commission's r:;upport staff. -Label requ ired by Section R303.1.3 of tl'Ji:'i Florida Building Cod,:,:, Energy Co nservation . if not DEFAULT . 5/2/2021 3 : 11 PM 7.0,00-:=1t~Res2020 FB C 7th Edition (~020} Compliant Software Page 1 of 1 Floril da Building Codie , Energy Con!Si ervation, 7th E::diti o n (2020) ........ , .~andato~ ... !!~quitements !2!: .. !~e sidentiaLP erf2,1r!!1a nc~, P,!~criet!!'~,e and ERi Methods.. _,_ 1 II ADDRESS : 44 D1~wes Ave Pe -rnit Number: Alla1 11 c Beach • FL , llal~.,,..__.,.... --111111 UIII IIHI _________ _ ll~IIANDA TQRY REQIU IREMENTS -See individu al code secti on s for full details. l [] :!~iECT ION R40 1 GEllti!ERAL R401.3 Energy Perf,:,i,mance l evel (EPL) d ispl1,1~• ca rd (Mandatory). The blli :Jing official shall require th :,il: an energy performance level (EPL) display card be compif.1ted and certified by the builder t o be accurate and com!•C~ before final approval of tht:: l}Uilding for occupancy. Florida law (Section 553.9085 , Fforlda Statutes) requires the ~PL disp lay card to be incluc: 1;,d as an addendum to each S':lle s contract fol' both presold and nonpresold reside11t1.:1 l build ings. The EPL displa~ card contains information in :lh:ating the energy performanc~ level and efficiencies of components Installed tn a dwel ling .mlt. The bulldlng officfal shal verify that the EPL displai• i:ard completed and signed b11 the builder accurately reflects t he plans and specifications sullrn1tted to demonstrate codt! ,::ornpliance for the building. ,t, copy of the EPL display c:1rij can be found in Appendix-RD . SEC TION R41l2 BUI LDING THEIRMAL ENVEl.O PIE [] R402.4 Alr loakage 1nnandatory). The t>UU<lir•g thermal envel ope sha l l b·,1 constructed to limit air lea~rn;ie in acco rdance with the requirements of [] [] [] [] [] Sections R402..4 ·1 thro ugh R402.4 .5 . Excei;:1:1·,n: Dwelling units of R-2 Oucu pancies a11d multiple atl 11 ;:lied single family dwe!ling11 . ,,.hall be permitted ,lo comp!:,' with Secti on C402.5. R402.4.1 Building thermal envel ope.The l:tilding therm al envelope sh r:111 co mp ly wilh Sections R4,0? •L 1.1 and R402.4.1.2. The sealing methods between 1;0;,sirnilar materials !,hall allow for differential exp ansion an::I contraction. R402.4.1.1 lru;t;!:llatio n. 1 he components :f U1e building thermal enve i:·pe as listed in Table R402 A . ·1. i shall be installed in accordance with i he manul'!i ;iturers ins tructions and thEI criteria listed in Table R402.4 1.1. as ap plicable lo them !llhod of construction. Wllere required by tile code Clfic:ia l, an approved third party H 1all inspect al l co111po nenti, und verify compliance. R402.4.1.2 Tec1di1ng. The b1Jlldin9 or dwe ling unit shall be tested and ',11,!l'ifled as having an air leakc1,;ie rate 11qt exceed 1pg .seven air cl1anges per h::1.r in Climate Zones 1 and 2, and three air change s per h,:11,ir in Climate Zones 3 throL11;1h 8. Testing shall be conducted in a9cordance wil rl ANSI/RES NET/ICC 380 ari d rep orted at a pressure orn,;i inch w,g, (50 pascals). TEl:,:ltng shall be con,ducted b,y either individuals as ·:l,1il11ed in Sectlon 553.993(51 l)f' (7), Florida Statutes, or il'lc ividuals licensed as set for:h in Sectio n 489 .1 0q(3)(f), (g) or (I) or an approved tti!rd pa rty. A writte n report of ·:111~ results of the test sha ll be :;.ig ned by !he party conduct ll'19 t he test and provided to the code official. TesUn11 :,:ha ll be performed at any t il''Hl after creation of all penetrations of the b1.1ildin9 therirnr l 1')11velope , Exception: Testing is not required for r:1dditions, alterations, renov11 lions, or repairs, of the building lhermal envelope of existing buildings in which the new oonstrn ction is Iii,,:, than 85 percent of the bu ild ing thermal envelope. During -testing: 1. Exterior wind ows and doors, fl replace and ,stove doors shall be closed. but not sealed , beyond the intended weatherst,rip ping or other infiltration control measures. 2. Dan1pers ind uding exhaust, intake , mak1,,1.1 p air, backdrafl and flue da·r:pers shall be closed, but n:1tsealed beyond il)tended iniilttatlon contrr.1! measures . 3. Interior door~ if i nstalled at the time of thm test , shall be open . 4 . Exterior doo ':,. for cont1nuous ventilation 11,ystems and heat rec ove ry v-11r1titalors shall be closed and ,:ealed . 5. Heating and eooling systems, Ii ihstalled al the time of the test, shall J:,1:1 t urned off. 6, Supply and r0lu111 registers, if inslalled a-: ·111e ti me O'f the test, shall be f .1l ly open . RA.02..4.2 Fi raplacet. New wood-burning firepl 11,:;,~s shall have tig,ht-fitting flt111 dampers or doors, and ou1,:1,:,or combustfon air. Wher<¼ usi11_g light-fitting doc,n, on factory-built fireplaces li~1ted and labeled in accordan,:;e with UL 127. the doors sh1i ll be tesled and listed for the fireplace. Where uslr,~1 t ight-fitti ng doors on masonry fireplaces, the do_ors shall be listed and labeled in acc,;1rda nce with UL 907 . R402.4 . 3 Feriestrati,:111 air l eakage. W indows, ,,.~:ylights and sliding glass dc·ors shall have an air inflltrati::11·1 rate of no more than 0,3 cfm per square foot (1.5 I./Mm2), and swih~ing doors n,:, rn ore than 0.5 elm per sq .wre foot (2.6 Us/m2), when l:csted according lo NFRC 400 or AAMN WDMNCSA ·J 1)1/I.S.2/A440 by an aocred led, independent laboratory 111•1_i listed and labeled by the manufacturer. Exceptio n: Site-buUt windows. skyll gtr::,. and doors. 5/2/2021 3: 11 PM EnergyGauge® USA ·;• 0.00 -FlaRes2020 FB C 7ii'I l:dition (2020) Compliant S·:r1ware Flag!! 1 or 5 11l11ANDATORY fil:l~QU IREME NTB, ~ (Conti n ued) r ··1 R.40 2.4A Roo~m• contai11i'.n9 fuel-burnir,g appl!anc1,,1,,. In Climate Z?nes_3 l hro1:'9h 8, where open combustion air ~ucts provide combustion air to ····· open oombushon fuel bummg appliances, tl1e appllar,,,::,!s and combustion a,r ope1111•J sh all be located <J Utslde tl't,i bu1ldfng therrn ;,I envelope or en closed in a room , isofa~r:•d from inside the them 1al e w elope . Such rooms sha ll br,i ,sea led ancl insulated in ae<:orc!an ce with the envelope requirements of Table R402. ·1.2 , wher~ Ille walls, Roars and ceiling!; nhall meet not le ss than the t.asement wall R-vaiue requin,,ment. The door into the room shall be ful ly gasketed and any w,,rW lines and ducts lh the ro1 ;n insulated in accordance 'v,• u, Section R403. The cornb1.11,.Hon air duct shall be lnsu!ated where II passes through condlt lon,,!d sp ace to a minimum of R-,3 Exc~ptions: 1. Oi recl vent ap pli ances with both I 1"lake and exhaust pi pes inst, led continuous to the outsid,,!. 2. F ire :ii ace s and stoves complyin~1 l'lilh Section R402.4.2 and f:ii:iction R 1006 of the Florida Eluild ing Code, Resiqential. l""'J R402.4.lt Recessed l lgh•tling. Recessed luroinaires installed 1n the buildfng therrn 1:1I enve lope shall be sealed 11: limit air leakage .... between conditioned a nd 1.mcondilioned spaces. All re,;:,:1ssed lurninaires shall be IC--rated and labeled as havin1;1 ,in air leakage rate not m ore than 2 .0 oflJl (0.944 1 . .1s)when tested in accorda·l(le with ASTM E283 at a 1.5i ' psf (75 Pa) pressure dlffer-1:nUal. All recessed hJ minairi;s shall be sealei:I wl lll a gasket or caulk betw1:!1,1n th e housing and the Inter er wall or ceiling coveri ng. :::,ECTION R403 SV'STEMS R403.1 Controls. 1..J R403.1.1 Thermostat provision (Mandatory). Al least one them1os.t11t shall be provided for ead· i;;ep arate heating and cooling system. R403.1.3 Heat purnp 1,111pplementary h eat (Mandmto,y). Heat pumps having sup ple mentary electric-w·sista nce heat sllall have contro ls that, except durin!J defrost, prevent supp lement:1; I heat ope ration when the tunat pump compressor can rl'lt:?•~t !he heali ng load . R403.3.2 Sealing (Mm1dat.ory) All ducts, air hl:.nd lers, filter boxes and build ng caviti es that form th e prima1y air con tainment passageways for air d(stributic ·1 systems shall be considen::: dL1cts or plenum chambern . shall be co nstructed and s1~;;1led in accordance ';Nith Section C403.2.9.2 of1h "i Commercial Provisions of1his code and sr1all be shown t:> meet duct tigntness crileri:~ below. Duct ti ghtness sha ll be verified by testlng fn ,iocordance with ANSI/R ESNETIICC 380 by eith er indiVid1.1i;ls as defined in Section 553.993(5) or (7). Florida Stati.111,s, or individuals licensed 11 s set forth in Section 489 .1 0:'i(3)(f), (g) or~). Flo rida Stat1.1t11s, to be "substantia lly leak free " in accordance witti Gection R403.3.3. R403.3.2.1 Seah,u:I air handler. Ai r hal' :llers shall have a manufacturnr's designatfon for an ai r Ii, a kage of no more than 2 percent of !he design airflow rate wheri tested In 1,,ccordance wit11 ASH RAE 1!i ~, R4,0 3.3.3 Duct t:1i11ting (Mandatory). Ducts ni•all be pre ssu re tested to d,,111~m1ine alt leakage by one of the following methods: 1. Rc:,ugl1-in test: Total leakage sh,111 be mea,sured with a pres!l\.re differential of 0, 1 Inch w.2. (25 Pa ) across the system , ind1Jding the manufacturer's air l1andler enclosure if insta llE,i:I at the time of t he test. All r>!lr,Jisters shall be taped or ot he rwise s i:•E led during the test. 2. P::tltco nstro ctlon test: Total h,;, 1,age shall be meas ured witl· :,1 pressure differential of 0. ·1 i1.cl1 w.g . (25 Pa ) across !he entire s~,;tem, including the rnanufa c:urers air handler enclosure.. Fi~gisters shall be taped or othe rwi se sealed dufi.ng the test. Exce1:1Ki ons : 1. A duct a1r leakage tes t s h,111 nol be requ1 red where the ,:lllcls and air handlers are face led enti rely w1thi11 the building therma l envelope. 2. Duct testing is not mandat1,1:i1 for buildings complying bv .Section 405 of this code. D1.1,::t leakage testing is required for Section R405 compliance where c,1~1-J/I is taken for leakage, ~nc:r .,1 duct .air leakage Qn to t/111 <:,utslde of less than 0,08 0 (where Qn = dvct lealo,ge to the outsidt,' .:ri cfm per 100 square feet of conditioned floor area testc,,,:I at 25 Pascals) l.s i(1dicated in the compliance report for Iha. ,:.~:,posed design. A v11'i":ten report of lhe resulls of 'lhe test shall be signed by th11 party conducting the test and provided to the code offi cial , [] R403.3.5 Building cavit 1i11 (Mandatory}. Building f mr 1lng cavities shall not be ui:ed as duots or plenoms . rJ R403.4 Mech~nical sys1,1trn piping insulation (Mand,;itory). Mechanical syste •n piping cap ab le of carry iqg t'll)ids above 105°f (4 1°C) .... or below 55°F (13°C) sh<ill be insulated to a minimum ,:r' R-3. ["''"') R40l.4.1 Prote,;:tllon of pi ping Insulation. Piping insulation exposed t1:, i,11eattier shall be protected 'Iron, damage, including that ca used by sunlii;ir1t, moisture, equipment ma intenance and wind , and shall t)rovide shield ing from sola · rnd!a\ion t hat can cause de9radat1on of ll'f! materia l. Adhe sive ta pe swll not be permi tted . I . ...J R40~.5.1 Heate,:I water clr culathln and t en1 perature m aintenance sys·1,m1s (Mand atory), If heat,,~:I water circula1io11 systems are inslalleq, they s·111II be in accord ance with SE1•~1ion R403 .5.1 .'1. H~at t race 1,;,mperature ma intenance sys·:em s shall be in -ac:corcl apoe with Section R403.5 , ·1 .2. Automatic controls, lem :w;ature sensors and pumps ,~1,all be accessible. Manual ::i:1ntrols shall be readily accessible . R40'3.5 .1 .1 C.lrculation systems. Heali:d water circulation systems :,l1atl be provided with a circ,11 ,1tion pump . The .system return pipe sha ll be a dedicali~d return pipe or a cold wate,r :s upply pipe. Gravity and th 11-r11osiphon circulation syste·n:; shall be proh ibited. Controls for cl rculati ~ t ::,I water system pum ps shall s,tart the pµmp based on t he identificatio n of a demand for hot water within the occupancy. The cont rols sh~II automatically turn off t he pump when the waler in the cfn::ui atl on loop is at the desire,;I te mperat ure and when there is no dem and fpr 11:)t water. R403.5.1 .2 I-I-oat trace systems. Electri:; heat trace .systems shall ccmply wi!h IEEE 5 15.1 or Ul f:1 '15. Contro ls for such systems shall ~utoma tlca l l' adJust the energy input to th,,r heat tracing to maintairi tl1 i:l cieslred water tem[1era ture in the piping in 8(:Cordance with the times when hi!aled water is used in the c1,::1:upancy_ !:/2/2021 3: 11 PM EnergyGauge® USA 7, :: .00 -FlaRes202 0 F BC 71h :::dition (2020) Com1>lianl Soltware Page 2 of 5 MANDATORY 11::i;fQlJ IREMENT::::i m (Continued) [] [] [] [] [] [] [] [] [] R4~3.5.5 Heat traps 1:1\/1.indatory). Storage wale heaters no! equipped with integral l1eat traps and havi1•11;1 vertical pipe risers shall have heat traps installed c•n both the Inlets and outlets. Ex ternal heat traps sha.11 QOnsist of either a commercially .:1•1a!lable t1eat trap or a downward and upwar:: bend of at least 3 ½ inche:; (89 mm) in the hot water di:dribution line and cold water ll1"te located as close as p()sslble to the storage tank. R403.5.6 Water heal:1:,r efficiencies (Mandatory~. R403.5.6.1.1 ~\lffto111ati c co ntrols. S~,l'llice water-heating systems :,,ha ll be equlppeo with aufo1"1 •,1tic temperature controls capable of adjustm1,:nt from the lowest to the high13$1 acceptable temperaturn i,etlings for the intended us,,:. Th e minimum temperati,re settlng ran!;1,,r shall be from 100°F to 14D"F (38°C to B0"C). R403.5.6.1.2 ~; l1ut down. A ssparate ll'Nitch or a clearly marked cin:.1,it breaker shall be provide<i ·;o permit the power supplied to electric se",•ice systems to be turned of, A separate valve shall be pn:,vicled to permit the energy supplied to the main bumer(s) of combustion -:ypes of sf,rvice water-heat/ ·19 systems to tie turned off. R403.6.6 .2 W11 ~i►t•heating eq ·uipment. Water-healing eqµipment installed in residential units ,,;hall meet the minimum efficiencies of Table c40,1 .. :2 iYi Chapter 4 of t11e Flolid,,, 3uilding Code. Energy Cori:&1,rvation, Commercial Provi:,.hms, for the type of equipment installed. Equipmen: used to provide heating funi:,n Jn s as part of a combins,tic1n system shall satrsfy all stated requirements for the appropriate w~ter-heal r ~ category. Solar water he1:1t1,rs shall meet the criteria 01' Section R403 .6.6,2.1. R403.5.t:, .. :l.1 Solar water-heating S)"otiem s. Soi ar sys tems fi:,r domestic hot water produc:l:i1Jn are rated by the annual solar energy faclCI I' of the system. The sola r er •f9Y factor of a system shall t•e determined from the Flor :I a Solar Energy Center Directory of Certll'ied Sola r Systems. Sola r ccll<ttctors shall be tested in aC<;,~ 'dance with ISO Standard i,1~106, Test Methods for Solar Collectors, and l:lRCC Standard TM-1, Solar :iomestic Hot Water Systen'I ahd Component Test Proto,::1:,1. Collectors In installed solar wate11·. ,eating systems should nit:·F.·I the following criteria: 1. l3e installed with a flit angle, between 1 O degrees ancl 4C cleg rees of the horizontal: ancl 2. Be Installed at an orienta\iM within 45 degrees of true si:11.1th. R403.6 Mect,anical 1m11t.ilation (Mandatory). The building shall be pro,, i:ed with ventilation that me,:I:~ (he requiremen\s of the Florida Build ing (:ode, Residential. or Florida B1.1ild ing Code, Mechanical , 1:1:;, applicable, or with other ar,1proved means of ventilation induding: Natural. Infiltration or Mechanical n,,3 ~ns . Outdoor air intakes and exhausts shall have autornmlic or gra~ity dampers that close wh,en the v1,nt11atlon system is not oper.,1ting. R403.6 .1 W hc,lr:1-house mechanical v enti lrnl:lon system fan efficacy. \r/hen insta.lled to function all a whole-house me.chanical ventilation sys':em . fans shall meet the effic,,i,::y requirements of Table R,I (:3.6, 1. ExceF•U13n: Where an ai r handler·:hal is integral to tested a/'\d li~;ted HVAC equipment ls us,ii:I to provide whole-house mechanica l Vefl li1 a-:ion , the air handler shall br, 1:.owered by an electronically o:1m mutated motor. R403.6.2 Vent.I I atic•n ai r. Residential buildings designed to be operat,,cl at a positive Indoor prsssur<,, or for mechanlcal ventllat ion shall meet the following criteria,: 1. The (!•:!sign air change per hour mh·,imums for residential buildings rn ASHRAE 62.2, Ventil.,r:lon for Acceptable lnd o,:w Air Quality, shall b·e the m,,i:imum rates allowed for resi!.l,~ntial applfcations . 2, No v1:>11tilation or air-cond itioning !tyste m make-up alr shall be provided to conditfoned spaC<:! fro m attics, crawlspaces, attached enclosed 1:rmages or outdoor spaces adjacent to Sl'Ammlng pools or .,.pas. 3. If ventilation air Is drawn i rom end1:,sed space(s}, then the wal s of th e space(s) from whict1 i1ir is drawn shall be insu tiled to a minlmurn of R-1 1 ;;n:l the ceiling shall be insulalf.l•j to a minimum of R-19, spaoe permitting, of R-10 otherv,ise . R403.7 Heating and (:oo ll ng eq ui pment. R403.7.1 Eq ulpmentsizlng (Ma1,datory I Heating and cooling equl :iment shall be sized in accordance v.ith ACCA Manual S based c1n the eq l1lprnent loads calculated in acco rdance with ACCA Mani.1,I J or ot he( approved heatl n!,t and cool ing calculation methodol ogies, based on buliding lea :l !I for the directional orienta11 : n of the building . The rnan<. fo1ctu rer a11d model number of the outdoor ffd indoor units (If spilt syste,rn ) shall be submitted along -.~1th ttie sensible and total coi:il lng capacities al t11e design condition :1 described 1n Section R302 1. This Code does not allow ~ esigner safety factors , provii,;lons for future expans ion or other factors th.,1t affect equipment sizing. ~::fstem slzing caiC1.J latlons sh.:11 I not include loads created :1:i' local inlermiltent mechanical ventlll:\tic111 such as standard kitchen 1,r::I bathroom exhaust systems , New or rep lacement heatin:g and cooling equipmetit shall have an effici~ r cy rating equal to or greater than the minimum required b:1 f ederal law for l:he geogt ~1r:,hlc location where the equipment is insta lled. TABLE R403.6.1 'W HOLE-HOUSE( I\AEC HANICM. VENTILJl,T'ION SYSTE M FA N EFFl t::.ACY FAN LOCATIC:'11 AIRFLOW HATE MINIMUM l141NIMUM EFFICACY a AIRFLOW RATE MAXIMUt-i (C::-M) (CFMIWATT) (CFfl/l) ..... '"" HRVor ERV ,~ny ·1.2 cfm/watt Any Range hoods 11,ny 2.8 cfm/watt Any . 111-line fan J~ny 2.8 cfm/watt Any Bat~room, utility room ·1: 1. 4 cfm/watt <90 .. Bathroom, utility room u:: 2 . 8 cfrn/watt Any ... .... .. For SI : 1 cfm = 28 .'.', l/min. When tested in a,:.1:0(d ance With HVI Standard E1i6 512/2021 3: 11 PM Ener9yGauge® USA ;· 0.00 • FlaRes2020 FBC 7th Edition (2020) Compliant So·'tware Page 3 of 5 ll~11ANDATORY RUl::QU IREMENTS, ~ (Conti n ued) [] [] [] [] [] [] [] [] [] R403.7 ,1,1 Cooling n11ui pment capac ity. Cooling only equi~•1ne nt shall be selec1 ed so th,lt ils total ca pa city is not less than the calculated t,:i t;il load but not IT\ore than 1. 1 ,5 times greater i han the tot :1 load calculated according 1:c, the procedu~ selected In Seo.clion R403. 7, or tt .,. closes1 available size pro~ : ed by the manufacturer's product lines, The correspondtn:~ latent capacjly of the equipme nt s~all not l:1<:! less than the calculated l;;l<!lnt load. The pu blished val ue 1;:,r AHRI to tal capacity is a n :}'nlnal, rating-test value and :1hatl not be used for equlpm1,11t sTzing , Manuf?cturers e)(panded perfonnan ::~! data shall be used to sele :r: cooling-o nly equi pment. Thill sel ection shall be based tln the outdoor design dry-bulb temperature for the t::.id calculation (or entering v,a·ler temperatu re for water-source equipment), !he blol",e ' (~FM provid ed by the expan ded performance data, tt,11 deslgn value for enter1n g v11~t-bu lb temperature and the 1fasign value for entering dry .. l:iulb temperature, Design val ues for entf. ring wet-bulb and dry-bulb 1,;imperatures shall be for the indoor dry bulb and relative I· 1. midity used fo r the load cafOJlation and sh11ll b•~ adjusted for return side g'"ins If the return duq(s) is ih,:t11ll ed fn an unconditioned sp:,,ce. Exceptiomi , 1. Att;;1d1ed single-and multiple•fit1"1ily residentia l eQ ulpment sl,:lng may be selected so thal !ts. cooltng capacity is less than the cak:iJ lated total sensible load bi. I not less than 80 percent of 11·1at load. 2. Whc,n signed and seale d by a l~k11ida-regislered e11,gineer, in atta ched single-anti multiple--,family units, the capacity of eq.1 om ent may be sized In acci:,rdance with good design pr,1<:t ice. R403.7 .1 .2 Heating 111qu lpment capacity, R4Q3 ,7, 1.2.1 He1:,1; pumps. Heaf pump sizing shall be based on ttle cooling requirements a1:. •~a lc1.1lated aocc,rding to Section R403. 7. 1.1 , ,; rd the heat pum p total cool l'liJ capacity sh<1 II not be mor :: t.han 1. 'I 5 time s greater thar1 the design cooling load even if the design hi,•,iUng load is 1.15 tim es gremlr.ir than the design cooling l::Hd, R403. 7 .1.2,2 Elu,;tric resistance f urnaces, Electrfc resistance furrH,1ces shall be sized within 4 ·,'N of the design requirement:. ,~alcu lated according to the proce dure selected in Sectio ·1 R403.7 .1, R403.7. 1 .2.3 F o11 nll f uel h €1ating equipmer11:. The capacity of fossil f L el heating equ ipment with rn:1tural dra~ atmospheric burners shall not be lei; s than the design load calcul.,r:ed. in accorda.nce with SeC':k1n R403.7.1. R403.7.1.3 Extm 1;apaci ty required for spe1~l.;ll occasions . Residern::es requiring exces s cooll nt;1 or heat ing equipment capacity on an intermittent ba1;il;, such as anticipated addltic,nal load s caused by major 1,11lertainm en t events, shall tia·,e equipment si2ed or controlled to preven t continuous space cooling or heatin ,1 wlthin that space by one or i-nore of the fo llowing op tion :,: 1. A ,,eparate cooli ng or heatln~I !,ystem is utilized to provide 1::ooling or healing to the rna j•J r entertainm ent areas. 2. A · .. ariable capacity system si:i:,,,cl for optimum perforrnanc P. during base load perior.ls is 1.lilized . R403.8 Systems s.131-ving multip le cs welli ng u11111:tt {Mandatory). Syslerr !; ser;ing multfple dwelling ur· ils sha ll com ply wltl1 Sections C403 and C404 of I lia Florida Building Code, Ent:,rgy Conservation--Comm,~rdal Provisions in lieu of Sei::lion R403 . R403.9 Sp ow melt ,1 1\d ice system contr ols (Mm udat ory) Snow-and ice-m,,: lin_g system s, supplied thro1.1:;Jl'i energy seNtce t9 the building , shall tnclude aulqmal ic controls capable of sh1:il1ing off tile sy stem when 11·:: pavement temperature ls ,;1t,c,ve so•F {1 0°C), and no p recipllalion is fcil ling and an autom atic or manual control that will allow sr uloff when the outdoor temp~iature is above 40 °F (4.8°G}. R403.1 0 Pool a and p.Hrna nent spa en ergy cons11 1111ption (1V1and11tory). shall pe in accor~ 1:nce with Sections R403.'l(I 'I through R403.10,5 . The energy consumpt on of pools and permanent spas R403.10.1 Heil tnr.r. The ele,,::l ric power to heaters sha ll I;,;; con trolled by a readily <>1cc11?:,sible on-off switch t hat is an integral pa rt of the heater mounted on 11•,,~ exterior of the heater, or e::f.lernal to and wfth1n 3 feet (!i•i 4 rnm) of the, heate r, Operation of soch sV11k1h shall nt>t change the set.ing of the heater thermostat, !:illch switches shall be j n addition to a circuit preaker for the power to ·u· e heater. Gas-fired heaters :,;h~II not be equipped with corr:1nuously burn ing ign1tion pilo1:s. R403.1 0.2 Time switches. Time switch es ,)r other control meth,ods tha '. <:an automatically tum off ar: on according to a preset schedule shall be lnst?ll,,1d for heaters and purnp mol,:1 ·s. He aters and pump mote I!:, lhat have built-In time swjl ,;:l'Jes shall be tn compliance with this section. Except toru,: ·1. Whe,re, public hea lth stand ard s re•~ .lire 24-11our pump operation, 2. Purr 1,:1 that operate solar-and wa~;le-heat-reoovery pool heati ·1,;1 systems. 3. Whe,n:• pumps are pow,ired exclw,;ively from on-site renewal:llfr !;1eneratio11 . 512/2021 3: 11 PM EnergyG aLlge® USA 'i' 0.0 0 -FlaRes2020 FBC 7tl·1 l:ditton (2020) Compliant Soiware P age 4 of 5 [J [J [J [J R4 0~.10 .3 Covers. Guldoor he atecl swimming .f: :>:>Is and outdoor permanent :;i>as shall be equi pped with ,, vapor-retardant cover on or at the water surface or :l liquid cover or other mean1,. proven to reduce heat loss. Excepil on: Where more than i'O percent of the energy for t iHl ing , computed over an op,1t·ation season , Is from si1e-recovered ener~1y, such as f rom a heat pun· p or so lar energy source, co.,,,,,1-s or other vapor-retartlant neans shall not be required. R4 03.10.4 Gas-ar,d c:,i I-fired pool and spa h eate 11!1 . All gas-and oll-fln:d pool and spa heaters shall ha ve a min imum therma l efficiency of 82 pe,n:ent for heaters manufactun~•:I on or after April 16, 2013, when tested in accordance 11111th ANSI Z 21.56. Pool heaters fired by nf.1t.iral or LP gas shall not hav,n continuously burn ing pilot li:;1hts. R4 03 ,10 .5 Heat pump 1>001 heate rs. Heat pu n11> pool heaters sh all have a n'Jfnlmum COP of 4.0 wheh t•,;.;:ted In accordahce with AHRI 1160, T abt1: :;:, Standard Ra·ting Cond itic,n i;•Low Air Temp1?rature . A \1,1:;.t report ·frorn an 1ndepende,nt laboratory ls required to verify procr;,r,ure compliance. Geoth&rrM I swimming pool heat pum 11:s are not required t o meet th E standard . R403.11 P~rtabl & sprnH: (Mandatory). The energy '"',nsumption of electric-pow1:•1>ed portable spas shall be c-:1 ·1trolled by the requiremenls 9f APSP-·14. R403.13 Oehumidlfje I'!! (Mandatory If insta.lled. a dehumidifier shall conrorn· to the following requireme ·,1:;: 1. The mir1irnum rated efflciem,y of the 1:1.lhurnidifier shall be greater 11rnn 1. 7 liters/ kWh if the tot:n.l dehumidifier capacity for the ho use is less than ?!i p ints/day and greater than :! ::;8 liters/kWh If the total deh .1 •nidifier 0ppacl1Y for the· ho1.1:;;e is greater than or equal to 75 pints/day. 2. The deh1.1mldlfler shall be controlled by a senso r that Is Installed in a locatior) where It is expos,,:cl to miJ<ed house air. 3 . Any dehumidifier unit located in uncoridifioned space that treats ciir from conditioned space shall be insulated to a rni nin,um of R-2 . 4. Conden,,,::1te disposal shall be in accmdance with Section M1411 .!:I ·1 of the Florida Building 'C<l •:I•~. Residential. R403.13:1 Ducted deb umidifiers. Ductr.·c dehumidifiers shall, in addl·li•:>n to conformihg to the re<i.,J rements of Section R403 13, conform to the following requirements: ·1. If a ducl:ll!l dehumidifier Is configured with return and supply duclt! bo(h co nnected into the supply side ot the cooling system , a backdraft damper shafl be instal led in the supply atr dw:,1 between the dehumidifier 1111-~t and outlet duct. 2. If a d,ucta d dehumidffier is configured wilh only Its supp ly duel co111,~cted into the supply side c:·I '!he central heating and cooling aystem, a backdrafl darr j)!'..r shall be ,installed in t he c ri hurnldifier supply duct betw,:,;in. the deh1Jmidlfier and cer1ral supply duct 3. A ductei:I dehumidifier shall not be d1.1i:;ted to or from a central duc:f::d cool ing system on th e rewrn duct side upstream fro m the centra l coo ling (!','rlporator coil , 4 . Ouctworl~ associated with a dehumiailler located in unco11ditioneo i.p;ice shall be insulated 10 r.1 Tiin lmum of R-6 . SECTION R40~1 E::L EC TRICAL PQ\11111ER ANO LIG HTIN(, SYSTE MS ["'] R404.1 Lighting equl 1,ment (M andatory). l'--li:,1 less than 90 percent of th,~ lamps in permanently 1nsta ll,;:d luminaires shall have an efficacy of at laast 4 5 l1J111e ns-per-wat1 or shall ulill,i-e lamps with an efficacy of Ml: less than 65 lumens-per,wr.1tl. R4,04.1.1 Lig htillljj aqu lpmr;nt (Mandato,y), Fuel gas ligt\ling sysl;e r,s shall tiot have continu oudy burning plloi lights. 5.'2/2021 J:·11 PM EnergyGauge® USA 7, ~ .00 -FlaRes202 0 FBC 7th :::ci ilion (2020) Compliant Sol'lware Page 5 of 5 :;11)20 -AIR BARRIEFi: AND I NSULATION l ll~S PECTION COMPONENT CRITERIA TABLE 402.4.1 . 'I A IFI. IBARR IER AND INSULAT ION INSPECTIM::>N COMPONENT C:HITERIA a ,. '" '" , ... Project Name: Slati:r Residence Bui ~ er Name: Stre et ; 44 D i:r,¥es Ave Perm it Office: Atlantic Beach City, State, Zip; Atlar lie Beach , FL , Permit Number: Owner: Juri:,dlcllon: 26 '1100 Design Location: FL., MAYPORT_NS .... ... .. COM PONENT AIR BARFilER CRITERIA INS ULATION ll'J STAL I-AT ION CRtfERIA ... ... .... General A c::rlinuous air barrier shall be insta lled in the building envel•Jpe . Air-permeable Insulation shall rnqu irements The, mcterior thermal envelope a:,ntains a continuous aJr barri1;,r. not be used as a ,;1:1al ing material. B.re;il::s or joints in the air ba rrier ,,l1all be sealed . ... Celti nglattic The, ai r barrier in .any dropped ce ling/soffit shall be ali gned wil:I' The Insulation In any dropped eel ll ng/soffil lhe insulation and any gaps in tt1 1> air barrier shall be sealed . shall be aligned wit:11 ttle air barrier. A cc:1,ils openings , drop down stairs or knee wall doors to .. une::!.:1dl Uoned attic spaces shall b,~ sealed , Walls The: Ju11clion of the foundat ion anti sill plate sh all be sealed. Cavities withi n co1'1,3rs and headers of fra me walls Th£, ,ilJnction of the top plate and the top of exteti or walls shal be shall be Insulated by completely filling the cavity sea ~·:i. with a material ha 'l'ing a thermal resislance of R-3 K n(,,~ w alls shsll be sealed. per inch minimum. Exterior thermal eiwelope Ins ulation fo r framed walls shall be inst:,lll ed in s1Jbi;tantia l c,;mlact and .... .. .. ,, ... , contlnuous alignn i.~n t with th~ air barrie r . Wind ows , skylights The, !;pace between window/door jambs and framlng, and ctnd doors sk.yll~1hts and framing shall be si, a ed. .... .. filim joists Rlni .. il)ists shall incl1Jde the air_ b::11:rier. R[m joists shall bt• Insulated . floors The, air barrier shall be installed at any exposed edge of Floor fram ing cavi1·1• insulation shall be installed to (including inst l1it io n. maintain perm ani:rr; contact with the underside of cibove-garage sublloor decking, -:1 · no or framing cavity insulation .incl cantilevered shall be perm ittec 11> oe In contact With the lop side fl oors) of sheathing. or c::rtinuous insulation Installed cm the underside of flo,,r framing and e1ctends from the bottom to the top ,:r' all perimeter floor framing members . .. ... .. . "" Craw! space wa lls Exp1•,:;ed earth In unvenled crawl «paces shall be covered wil ·1 Where provided lni;tead of floor insulation, insulation a Ci <1;;;s I vapor retarder with ove:11upplng joints taped, shall be permane ·1 t1y attached to the crawlspace wall !'" .... ~ '"" ... ::::hafts , penetrations Dw: sha fts , utility penetrations, 12md flue shafts opening to ext1~rlor or uncondi tioned spa ce ~J:au be sealed . .. Batts irr narrow cmriti es shall be cut to fit , or narrow Narrow cavities cavities shall be fi led by insl!lation that on installation readily conforms to the available cavity ... spaces . Garage separation Air si:aling shall be provided bet,1,1::en the garage. and conditi1:,ned spac es . .... ..... f ::ecessed lightin~ Rec:,~,ssed light fixtures installed 1· t he building thermal envekipe Recessed light tix-:ures installed in the building ' sha I le sealed to the fini shed s1.1 rlace. thermal envelope 1,hall be ai r light and IC rated . .... , P lumbing c1nd wiring Batt insulation sh.:11 be cut neatly to flt around wiring and plumbing in E·IO:eriorwalls , or insul ation tha1 on installation read ily c:onfo rrns to available space shall ..... "" '" extend h1>hinrl nin,,1;,:i ""rl 1Aorlnn ~,h ewer/tub The, ui r barrier installed at exteri(,r walls adjacent to showers i.nd Exterio r walls adji: C•3nt to showers and tubs shall (111 exterior wall tub,,, .:Jha ll separate_ the m from tt,11 showers. and tubs . be insulated . ... E.lsctrical/phone box or The, ai r barrier shall be installed behin d electrical or communi::.,1tlon rnderior walls boJ1•:1:,, or air-sealed boxes shall be, installed. '"" ·-.. H VAC register boots HVAG supply and return register boots that penetra te bu lldln1;1 thermal envelope shall be sealed lo the sub-floor, wall coveri ·1~1 or ... ., Concealed W h1;,n required l o be sealed , con ::,~a led fire sprinklers shall or.111 be sprinltjers sea 1:-d in a manner that is recom r·1ended by the manufacture!'. Ca1. llii ng or other adhesive seal;, nls shall not be used to fill v1)id s .,.. i...0 '1t11!;Le1l.1im..s.pdoklec com,lllfil;l~i.a.Qd wails or cej1ings ...... e .. In addition , ins_pectio n of 109 walls shal l be in accord ance< with the provisions of 1c e.400. !il:212021 3: 11 PM EnergyGauge® USA 7.0.1:-C• -F laRes2020 FBC 7th EdHi:,n (2020) Comp fiant Softw.,1 ·e Page 1 of 1 !:.::: (.) w :c (.) !Envelope Lei:!ik age Test RE!•port (Blower D1ocu Test) Residential Prescriptiv1m,, Performance ii:>r ERi Method ,,::::omplianc:e 2020 II:::1orida Buildin,I Code, Energy c:onservation, 7''11:h Edition Ju risdiction: :26 ·1100 Permit#: I ,., ________ ,,,,, _________ ,.,., ____ ~---.. ··--------, .... __________ _ Job l nfom1ati on ---------.. ···--------.. ·------------------------------1 Builder: Cc:ll'nmunity: NA _________ ,.,., ________ ,, ______________________________ --! .Address: 44 Dewes Ave __________ .,., ________ .... -------------------------1 Ci ty: Atlantic Beach State: FL Zip: ., __________________ ,.,., ________ ... ,., ________ ,. ___________ __, Air Leakage Te~1: !Results Passing r~•:;1u/ts must meet either ttm Performance, Prescripti11t3, or ER! Method 0 PRESCRIPTIVE NI IE:TH OD -The building or dwel Ing unit s~all be tested and •/t,,rj fied as having an air leak1,1~Ie rate of not exceeding 7 air changes per hour 1:1l a pressure of 0.2 Inch w.g. ::'i0 Pascals) in Climate Zon:w 1 and 2 . Q PERFORMANCE 1:1 1· E Ri METHOD-The buildin ;i IJr dwelling un it shall be t es·J,,:d and verified as having arr ni r leakage rate or not exceeding the selected ACH(S0} vah.1t,,, as shown on Form R405 .. :;io20 (Performanc.-e) or R40t; .. ;w20 (ERi), section labe led 1,1,~ Infiltration, sub-section ACH50. ACh1(50) specified on Form R4::·!:-2020-Energy Cale (Perform,3nce) or R406-2020 (ERi): I 7.000 I ____ X cl(! + ..:2::.=6,.,,0""'8-"4--,---•· ____ _ Method for ca!:;;_Jlating building volu me: CFM(50) Bui lding Volume ACH(50) □ IPASS [] When ACH(::iD) is less than 3, Mecha"k:al Ventilation installatic-r1 · must be ver f'i13d by building departme nl. Q Retrieved "rorn arch itect uFal plans • Code softw;~re calculated Q Field mea:,iure d and calculated :=============:::.======================================== .... ::=================-I R402.4.1.2 Testing. Testin~1 shall be conducted in acci:1rda nce with ANS I/RESNET1 CC 380 and reported at a pr•i: ssure of 0,2 Inch w.g . (50 Pascals) Testing shall be conducted ,y eithe r individuals as def ned in Section 553.993(5) or (?), Florida Statues.or indMfoals licensed as set forth in Section 489.105(3)(1), (g), or (i) or an ap proved third party . A wril1en report of the results of t11,1 test shall be signed by th,,! party conducting t he test and providecj to thecode offich~I. Testing shall be perform eel ::ii any time after creation of ,i II pe netrations of the bui/dinp thermal envelope, During testing : I , Exterior windows and d1:11:I rs, fireplace and stove doo1's shal l be closed , but not se1iled, beyond the Intended w1,:1iilherstripplng or other infiltration co ntrol measures. 2, Daml)ers including exh.nust, intake , mal<:eup air, bacl•: j raft and flue dampers sha 11:ie closed , bul not sealed t ,,ivond intended iniiltration control measures. 3. Interior doors , if installe-:I a\ the time of the test, shall be open . 4. Exterior doors for contint.1ou s ventilation systems arnj 1eat recovery ventilators sl'1E1II be closed and sealed, 5. Heating and cooling sy:,,b:ims, if installect al the time i:i f the test , shall be turned o"f . 6. Supply and ret,Im regist ,,,rs , if Installed at t he time o·l 1he test, shall be fully open. ,.._ ________________ ,.,., ________ .,, ________ .... :.-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:.-:.-:.-:.~ ,------------------·---------.... --------.... Testing Con,pany ..._ ___________________________________ .. __________ --! Company Name:_,.___________________ Phone: ____ .. _______ _ I hereby verify that thE1 mbove Ai r Leakage resl.111:s, are in accordance with ·the 2020 7th Edition Flori cla Building Code Energy Conservation ·,a,quirements according tCI l:he compliance method ~;,i lected above . Signatu re of Tester:·-----------------Date of Test: __ ,, .. _______ _ Printed Name of Te:!,l,er. ______________ _ License/Certification#: _____________ _ Issu ing Authority: ____ .... ______ _ !:,1:2/2021 3:11:19 PM EnergyGauge<© U~,A 7.0 .00 -FtaRes2020 FBG 7th Ed ition (2020) Complic1 Tt Software Page 1 of 1 Manual S Con11pliance Rep o rt: 1st Floor l'i'i~gy Deligi 91,;tEmS, In,,, 11727 &00)/ l~ll. Ja:ksoolille, FL 322'l3 Ftale: ~a;,~::610 Fae: 004,268$70 Emal: ecis.J~:@11nal.o:m 11 ... ,111,11111111111 ------ Design Conditions Outdoor desig n OB: Outdoor design WB: Indoor design OB: Indoor RH: ff For: Slater ResidenG1~ 94.4 °F 77.4°F 74.0°F 50% 44 OewesAve,Atlantic Bea:h, FL •• • !::~:insible gain: l..m tent gain: T::,t al gain : E!:timated airflow: • 13101:i Btuh 253'1 Btuh 1563·;• Btuh 617 cfm llll'lanufacturer's Perfc::i1rmance Data atActUi!I Design Condit iom;; Equipment type: Manufactu rer: Actual airflow: Sen sible capacity: Latent capacity: Total capacity. SplilASH P Trane 617 cfm ·1 :;~400 Btuh 4700 Btuh ·1 ?10 0 atuh 11:iesign Condit ion s Outdoor design OB: 38.1 Of 68.0°F Indoor design DB: 11,'it)del: 4TWR6 018H 1+·r,11,PJ19AQA24\121 95% i:rfload 186% 1Jf load 109% 1:rf !oad SHR: 73 % ill ! • • I~ 1~1 •'''t -·1~1:r.: I 11 :• f'. .• ,.' .11,ID,__1,Lt 1. . 1326::1 Btuh lll1'lanufacturer's Petfc111'm ance Data at Act11.1al Design Conditionm Equipment type: Splil:ASHP Manufactu rer: Tm ne Model: 4TWR601 BH1+ TAl'.t19A0A24\12'1 Actua l ~irflo;vv. 61 7 cfm Output capacity: '1 7600 Btuh 133% i:rf load Supplemental heat requ -ed: 0 Btutl Backup eq uipment type: Manufactu rer. Elecsttip Model: Actual airflow: 61 7 cfm Output capacity : 10.5 WI/ 270% 00:1.md Temp. rise: 97 °F \i1eets all requirements ol il\.CCA Manual S. Job: Oate: 4/25/2021 By: M.Ellis Entering coil DB: Entering coil WB: Enteri_ng co~ DB: 74.0°F 61.?°F 68.0°F Ca pacity balance : 31 °F' Economic balan ce: -99 °F _________ ,,,.,, _______ _ , ·4-w r ightsci,H:"' Ri,..._"".,..,.,,~.---=,919t·1·1 Rsu 11•= ~ 1'11.•1'f"le.,t,,N,•"""T'k¥N),(•""w;' 'd"'-"J~Ul'SVQ;:icsLU ,,. • ..Ul ACCJII. .. J\C,SEIEf'Resi<iln:le,44C,,•,,esA,Je,.AIIBdt rl4) Cac=MJS Frm ::,xrraces: N 2021./\ili)J-02 15:15:43 l'lg!1 ·+~~ wrightsoft~ Manual S Co11r11pliance Report 2nd Floor .lob: Date : 4125/2021 By: M.El~ l:r,;iw Desigi $ils!ems, In<,, 117'27 8ajy l'td, Ja:l<sornllle. Fl 32223 Fhre: 004-3:;:::,670 Fax: 004,,2f:83370 Eml: cdsJ10:,11gnaiLa,m IIUIIIIUIII T __ .. 11111 IIJIIINffll ,a.,,•1,m------••1110111HD1 ___ .,. ___ , __ I 111 ,·i· · 1·111• I I j .!::; '.. ! ijl .J . ,i, . l!)esign Conditions Outdoor design DB: Outdoor design WB: In door design DB: Indoor RH: • For. Slater ResideneI~ 94.4°F 77.4°F 74.0°F 50% 44 DewesAve,Atlantic Be.ch, FL • • Sensible gain: l..mtent gain: ·r::ital gain: E!;:timated airflow: • 't 111 -i:· II, I ,: I 1861 (1 Btuh 319::1 Btuh 2180::1 Btuh 820 cfm ll111la11 ufa9turer's Perfor mance Data at Actual Design Conditiom!; Equipment type: Man ufacturer: Actual airflow: Sensible capacity: Split ASHP Tn:ine 820 cfm ·17800 Btuh Model: 4TWR6024H1+TAl1A9A0B30V31 96¾ofload Latent capaqity: !5400 Btuh 169% i:rf load Total capac;ity. :;i 3200 Btuh 1 Of:Wo of load SHR: 77 % 't '11••·' 1 111 •· . ' !,[' .. i .. ' Ii 11 . lt::lesign Conditions Outdoor design DB: 38 ,1°F 68.0 °F H1,iat loss: 11710 Btuh Indoo r deslgn DB: Man ufacturer's Perfcill'm ance Data at Act11.1al Design Conditior1:m Equipment type: Splil:ASHP Manufacture r: Tn:in e 11/11Jdel: 4TWR6024H1+TNJ19A0B30V31 Actual airflow: 820 cfm Outpu1 capacity: :;i::!600 Btuh 193% 1:rl load Suppll:lmental heat req1.1 ·ed: 0 81:uh Backup eq uipment type: Elec strip Manufactu rer: M1,del: Actual ~irflow: 820 cfm Output capacity: 3.4 Wv 100% oH:1 ;:id Temp . rise: 50 °F \i1eets all requirements o·I ACCA Manual S. Entering con DB: Entering co Q WB: Entering co~ DB: 74.0°F 61.?°F 68.0°F Capacity balapce: 21 °{= Economic balance: -99 °F -------··-X!21..',l!tf-0215:15:43 ~2 Project Summ;:uy 1st Floor Job: Date : 4/2512021 By: M.Ellls 1:n;lllY Deslgi &,stems, Ir.:,, H727 Ela:ly l'trl, J~lle. FL~Fll:lne: 00}-2f1;;;'6i0 Fa,c ~'70 Emal: <lcis,Ja.:@gi,_mll;cllll·Olll1 1111111 _____ _ ________ _ lllttt Ullliddl . ■IUIUlbi PM a -!Cl11111IIIIIOMI llln!ArtM -W --- lllil~II For: Slater Resideni::13 44 DewesAve ,Atlantic Be~h, FL Weath1::r: Mayport Ns, FL, us Winter Design Conditions Outside db lnskle db. Design TD He,rnlting Summary Structure Ducts Central vent (0 cfm'1 (none) · Humidification Piping Equipment load 13263 1!3lu h 0 1!31.uh 0 Btuh 0 l:3tuh 0 1:31.uh 13263 i:3luh I 11filtratior1 Method Construction qualit)' Fireplaces Area (fl~ ¼}fume (fl:3) Air ohanges/hou r Equiv.AVF (cfm) Heating 1357 i0856 0 .38 69 :::ilmplified Average 1 (l1verage) •Cooling ·1357 10856 0.18 32 Heating l:::,quipment Summar:1, Tram1 Make Trade Model AHRI ref TRANE 4TWi:::1301 8H1 1009::IG18 Efficiency Heating input Heating outp~ Tern perature nse Actual air flow Air flow factor Static pressure Space them1ostat Capacity balance p,~1i11t = 31 °F 8.5 HSPF 17600 Btuh @ 47°F 26 "F 617 ,::fm 0.047 d m/Btuh 0 inH20 Bacicup: Input= 10 kW, Oui:~,ut = 35827 Btuh, 100 AF \..IE Summer Desig1r11 Conditions Outsicl r.: db Inside db Design TD Dailynmge Relative hu midity Molsturi, difference 94 °F 74 °F 20 °F L 50 52 % grAb .S,11;1nsible Cooli ng Eq L1ijprnent Load Sizing Stru.<.iure 13106 Btuh DIJcts O Btuh Centn,1 I vent (0 cm,) 0 Btuh (nr::ne) Blowe -r 0 Btuh Use n·1e1m1facturer's data Rate/i::111~ng multiplier Equip ment sensible load 1.00Y 13106 Btuh L atent Cooling Equiprnent Load Sizing Struct1.1re Duct.c, Centml vent (0 cim) (ni::ne} Equip ment latent load 2531 Btuh 0 Btuh 0 Btuh 2531 Btuh Eq4iprv1 ent Total Load (Sen+Lat) 15637 Btuh Req. t,:~lal capacity at 0.75 SHR 1.5 ton Cosling Equiprrnmt Summai-y Ma ke Trane Tra'de, TRANE Cond 4TWR6018H1 Coil TAM9A0A24V21 AHRI r•:!f 10093518 Efficie ni::y 13,0 l::ER, 16.5 SEER Sensil:: Ii~ oooting Latenl cooling Total c:::1::,li ng Actua l "' ir flow Air flow ·fac1.'0r Static pressure Load i;.1:,nsible. heat ratio 11970 Btuh 5130 Btuh 17100 Btuh 617 cfm 0.047 cfm/Btuh 0 inH20 0 .84 Calculations approvec:I by ACCA to meet all requ imments of Manual J 8th E::d . , ____ .....;..; __ .. ,..,,._,_, __ ___,, ____ ___ ~ -,.j.1-~.'!°:~~.~.~~-~!•~'.~"' Rig-tail.® Uriva'l:3 201919.C . 1:' RSU17457 AC:ci,,. . .J\C, Sda-Resderoe,4;4Co:!11'65illle,A\Hld1.~ Gae" MJ8 Fm : :,:a-faces: N 2l21-Ma,,-0215:1 5:43 Pig! 1 110011~~ 1111111100 Project Summ mt ry 2nd Floor For: Slater Residene,~ 44 Oewes Ave.Atlanlic Bea::h, FL 1 1 I •1 •~ ·111 •1• 1 I ii'~!~~· I I I Job: Date: 412512.021 By: M.Elli!l I . -JI f,1 · -- • , .: ,1 II Weath1:!I': Mayport Ns, FL, US Winter Design Conditions Olitside db 38 ''F lnsic,te db ' 68 "F Design TD 3 0 "F Hem,1Ung Summary Stru cture Ducts 11710 Btuh 0 Eltuh Central vent (0 cfm'i (none) ' 0 Bruh 0 l:ll-uh 0 Btuh Humidification Pipin g Equipment load 117 10 Bruh Method Construction quality Fireplaces Infiltratio n Ht~ating Area (ff) 1692 Volume (ft') '15228 Nr changes/hour 0.29 Eq uiv.AVF (cfm) 73 :~,implified Average 1 (,O,ver age} Cooling 1692 15228 0.13 33 Heating l:::•gu ipment Summ ar:11 Make Tra de Mcidel AH RI ref Tra m! TRANE:: 4TWHG024H1 1009::\!:,24 EliH;iency Heating input Heating qutput Tern perature rise Actµal air flow Nr flow factor Static pressure Space thermos1at Capacity balance p::iint:: 21 °F 9.6 I-ISPF 22600 Blu h@47°F 25 "F 820 cfm 0.070 d m/Btuh 0 inH20 Back.up: Input= 3 kW, Outp t.1t :: 11710 Btuh , 100 AFLI I::: Summer Desigw11 Conditions Out.sicl Ei db Inside :lb Design TD Dallyr::111ge Relativ~: humidity Moistl.11'1~ difference 94 °F 74 °F 20 "F L 50 52 S,,~1n-sible Cooli ng Eq 1.1ii1Jlment Load SizinJ;J Stru.cture 186 10 Btuh Ducts O Btuh Centra l vent (0 cfm) 0 Btuh (ni::ne} Blow~r o Btuh Use nw nufacturer's data Rate/$11,~ng multiprier Equip rr,en t sensible load 1.ol 186 10 Btuh Latent Cooling Equi1pirnent Load Sizing structure 3193 Btuh Ducts O Btuh Centra l vent (0 cfm) 0 Btuh (ni::ne) Eqwp 1r1ent late nt load 31 93 Btuh Equipr~1ent Total Load (Sen+l,.at l 21803 Btuh Reg. 11:ilal capacity at 0. 78 SH R 2.0 ton Cool ing Equ i prr11~1nt Summary Ma ke Trane Trade· TRANE Cohd 4TWR6024H1 Coil TAM9A0830V3 1 AHRI re!f 10093524 Effiqien cy 13 .0 E:ER,1 6 .75 $EER 16240. Btuh 6960 Btuh 23200 Btuh 820 cfm 0.044 cfm /Btuh 0 in H20 0.85 Sens!:: le cooling Latenl c:opling Total c::1:,l1 ng Actl.la l air flow Air flow ·factor Static pressure Load i,1,:nsible heat ratio CalcUlations approve<:! by ACCA to meet all re qu iraments of Manua l J 8th Eel. ,, -~ ~Vll'ight~c;;:;:lt " . U ,__, 1 C'" 1 •:~I' , __ -:--__ ,_m!_-M_a-_y,{'U,--15:-.15:-.43 ,.::--,. ""'►•.•-•·•·•"' '""' Rlgll-Sute:sl fi..,..., 2019 9 .. -,SU 17457 P,gl2 ACCII. .,AC, Sl aerResiden00,44C,:,/\.alA.ve, NI Bdt~ cac ~ MJS F11J1: :,:crraoes: N IIIIUl,ll,--Olllll),-••----IIIUIW .. Pll ___________ llllll..,.. ________ 111111 _________ 11111_, ________ _, _____ ....., * N IJl l 9Mi -== Ill ~28cfin Bed 3 1stFlooll' 7" (?-1 9 ,,-@_ 18 din I I Guest~th 1 1 0<-»-55Clf0 1 --l<,..3,.111cfm Guest~d2 I I '7" IC!!,, 103 cfm r @-267 cfin \ 1 .. ~~" Hau 1 Guest Bed 1 ..-,, ~s1crrn 1 6" ~1ssc81' -.. Entry IIM'ftffl TM EL.1Hn1 llfll mu Ji:►I:>#: Perfor med for; Slaler ').1~sidence EJ<clu:,fr,,ely 1or 1he use ct 44 C,,l',~es .Ave Environrnen1aIAir Cond tti cning .A11anti,:: l:!each, FL ""',.... 11111 11111 HIii Scale: 1 : 82 Page 1 Righ1-Suite<t Universal 2019 19.0.17 RSU17457 2021-May-0215:17:14 ... dence, 44 Dev,es/lve, AU Bch.rup 1 1 U R l a ' 1 1 1 1 ~ _ _ , . _ _ 1 1 1 A l t f f l i - i ■ I , - : C - . _ . _ ■ d U I l l l t l D l # - - - , * N 1 1 1 1 I " ' W I C 9 2 c f m 1 6 " M a s t e r B e d 5 " O w n e r B a t h I U I U f t J k J , i : 1 , l l # : P e r f O l ' m e d f o r : S l a l e i : : i e s i d e n o e 4 4 c , , ? · . ~ e s l > v e A l l a n t i , : : B e a c h , F L 1 1 1 1 1 8 0 c f i n 6 " D i n i n g R o o m § 1 6 9 c f m 1 8 " • • 1 1 1 1 1 I I H I 2 n d F l o , , : , i r 9 2 c f i n 7 " H a l ~ y 1 3 1 c f i n - @ 3 4 ~ c f m 7 " 1 ~ c f i n L i v i n g R o o m ? " e f m • - 1 2 2 c f i n n m . . _ m m S c a l e : 1 : 8 2 P - a g e 2 E x c l u ; ; i • . r e l y 1 o r 1 h e u s e o t R i g h t - S U l t e i l i : U n i v e r s a l 2 0 1 9 E n v i r o n r r n , , n l a l A i r C o n d 1 i c n l n g 1 9 . 0 : 1 7 R S U 1 7 4 5 7 2 0 2 1 - M a y - 0 2 1 5 : 1 7 : 1 4 . . . d e n c e , 4 4 D e w e s A v e , . A t l B c h . 1 u p I 1 1 m 1 1 1 1 1 Duct System !:::,,ummary •Jst Floor l:',dusivay fa-treusea':, Ei'MltnTlEllla i'irCordli<Tlng Job: Date: By: llllllltl<.. ■ Vllllll•-4 ►---Mddfl IIHIIIIIII ________ IIIIIIIIIP-l ______ liilfillllllllllllllllllWW. ______ ,_1111 ___ ,_ i· · 111:t· , · 11· · · · ! , ,l .rn.: l . • • • • • For: Slater Residence 44 DewesAve,Atl,mtic Beach , FL IIIUIOll--lbllllllllllii--lllF!!Bllllhl■HIIWnaJ--ll ltlllllfl~IIIIUIH~M IIIIIU~t~m!IIPPIIIIIW'lllll■Aa.-■UJVWIPIIDIII- E:<temal slatic pressure Pressure losses i!~l/ailable static pressure Supply/ return available pr;,i:,sure Lowe st friction rate Actual air ·How 'lbtal effective lengtt, (T EL) 11. '1 1j1i::! i·H,, Su r .. r. ~tu .... Desig n Htg C:l!J Heating 0.20 in H2O 0 in H2O 0.20 in H2O 0.100/0.100 in f-120 0 .049 in/'IOC'lt 800 cfm Design Diam Name ,ptuh) (crrn) (dm) FR (in) ..... . .. Be"J 3 C 4511 128 128 0.049 8.0 l:Jeli h 3792 111 '111 0.059 7.0 1:i1lry h 6445 189 '187 0.050 9.0 •3Lest8.il1 1 C 1945 54 55 0.062 6.0 1:?ooll Balh 2 h 2637 77 75 0.055 6 .0 •3ols1Bed 1 C 2838 78 81 0.062 6.0 •11ls!Bed2 C 36341 103 '103 0.056 7.0 l¾JI 1 C 21301 59 60 0.067 6 .0 '"" .... -..... .... ..... Trun k Htg Clg Design Veloc Name Type (cfm ) (cfm) FR (fpm ) .. st1 PeakAVF 404 403 0 .050 514 :S!:2 PeakAVF 396 397 0 .049 506 -- 405 ft C<:,oli ng 0.20 in H2O 0 in H2O 0.20 in H2O 0.100 /0.100 in H2O 0.04!i in/100ft 800 d m rf aoie 1 , 1n1 :' I . ,,1 • 1 ll , .. HxW Duct Actual Ftg.Eciv (in) Matl l ... n (ft) Ln (ft) OxO ShM t 23.0 180 .0 Ox 0 ShM t :31.0 140.0 Ox 0 ShM t ;~1.0 180 .0 Ox 0 ShMt ·12.0 1q0.0 Ox 0 ShMt .:~1.0 1q0.0 Ox 0 ShMt ·12.0 150.0 Ox 0 ShMt '19.0 160,0 Ox 0 ShMt 9.0 140,Q --· Diam HxW Duct (in) (in) Material ...... 12.0 0 X 0 ShtMetl 12.0 0 X 0 Sh!Metl Tr1.Jnk st2 st2 st1 st2 st1 st1 st2 st1 Trunk 1:h~'<lll/a/c valUEGl18\Gbl!«i manua/lyo,•1"1iddm .. , ______ _ ~ +ir-~~ti!:'.!:!.~'•~:!:' Rigt-9..itaB>UrivErsal ~1919.C.1'.'RSU17457 ACCIII. .. AC , Sl.rur Rooid!nce, 44C,,.1oesAve, All Bcltnc Cac= MJ8 F101: ::,xrra:as: N 2021-MaJ-02 15:1657 Pa(p 1 1 11 jl·, Ii ' , t.:,: ,., Grille H!g Clg TEL. Design Veloc Diam HxW Stud/Joist Duct l·~ame Size (in) (c::fi'n) (ctm) (ft) FR (fpm) lin) (in) Op1:ming (in) Matl Trunk ... .. t'b2 Ox 0 182 183 20 2.::i 0 .049 415 9.0 Ox 0 ShMt rt1 rb3 0x0 190 192 I 146.:) 0 .068 434 9.0 Ox 0 ShMt rt1 rb4 oxo 267 262 I 85.:) 0.1 17 604 9.0 Ox 0 ShMt rt1 11)6 Dx0 162 164 I 109 .:) 0.092 469 8.0 Ox 0 ShMt rt1 .. .... ] .. Tru nk Htg Clg Desig n Veloc Diam HxW Quct Name Type (cfm) (cfm) FR (fpm) (in) (in) Materiql Trunk .. rt1 PeakAVF 800 800 0.049 652 15.0 0 X 0 ShtfVletl -· ..... . -¥ wrightsc1,tl't '' . , ., arll-MaJ-0215:18.57 _.:::::, .......... ,,. •• ..__,, ..... , Rl\tt,'iitel!IUrl~ 201919.t.1 . RSU17457 ~2 ACCllo. .. AC,Slaa-Residence,44C,:11,,;sAlte,/1118d1Jl4) Ct.c"MJS F'mT: :,r.rfJCeS: N ·+~-wrightsoft" Duct System :summary 2nd Floor l~•,:lusiveiy fa"lhe use ot:, BM~ ,'lrl::<JrdUcni~ 1111111111111 -------1111 11~11 For: Slater Residence 44 DewesAve,Atb rtc Beach , FL Job: Date: S,,,: IIIUJlll~·-·iiHiiWMIIW·-M··lllllDll---lllllllllil_....WF IIUlllllR~--lllll--■IIUIIIUllta:lllllll!I' lllllllllfflllllllll•H-IIIIIUW E:<temal slatic pressure Pressure losses ,11,,,ailable static pressure ::3upply / return available pn,i:;;sure Lowest friction rate /\ctual air flow Tbtal effective leng~1 (T EL) - D1:!sig n Name (1::ituh) .. IJlrirg Rocrn h 4683 1-!alwa,, h 3635 l~tctsl C 3343 IJ._,rgRcx:xn h 3374 IJ'<ll'gRoanA h 3374 l\/lasti3r 88'.l h 2541 MasterBeclA h 2541 o,.,,-e-Balh C 2361 I O..re-Clooet C 570 l"ai!y-A C 207 Po.m C 2271 'MC t, 14921 ... Htg Cl!~ (cfm) (c:l'rn) .. ... 169 '168 ·t31 ·1 29 111 '13 122 ·122 122 ·1 22 92 9 1 92 91 78 80 '17 19 6 7 7 8 54 52 /l:i' I'' I, 5 ' ·:,:' I.I !( " .. Heating 0.20 in H20 0 in H20 0.20 inH20 0.135/0,065 in H20 0.076 in/10C'lt 1000 cfm Design Diam FR (in) .. 0.082 8.0 0.081 7.0 0.076 7.0 0.0 87 7.0 0.082 7.0 0.086 6.0 0.090 6.0 0.077 6.0 0.085 4.0 0.079 4.0 0.085 4.0 0.076 5.0 Trun k Htg Clg Design ¼loc Name Type (cfm) (cfm) FR (fpm) , .. .. :st3 PeakAVF 504 505 0 .077 643 :st4 PeakAVF 496 495 0.076 632 ..... 264 ft HxW (in) Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Ox 0 Diam (in) 12.0 12.0 1:l.,/c/lilalic vdU<6 ha\i:1 been. man~o1•!"1'iclde'J ·----.. ·---·~ -Ffr w r ightsc1,l'1t·•· ·-·-"' ""'' ,,.,___, ""19191"1''RSU11= ~ loA'l ••••e, lJ,~•"""~°'t.• ,.,,...,. Ri~~tt:IQI ~IVQ;i:.Q '-V , •· , "tvl AC~ ,.N:,, Slaa-Resideral, 44C,,,,.e;AYe, AU Odl.lll) Cucc MJ8 Ao,. ::,:x:rf.lces: N c::,1:,oling 0.20 in H20 0 in H20 0.20 in H20 0.135 / 0.06 !:i in H20 0.07t: in/1 00ft 1000 cfm Duct .:::ll.1al (.I I .• Ftg .Eqv Matl ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt HxW (in) 0 X 0 0 X 0 .n (ft) Ln (ft) Trunk 25 .0 140.0 st3 .:27 .0 140.0 st4 ·12 .0 165.0 st4 ;~5.0 130 .0 st3 '.¼.O 130.0 st3 ;~7.0 130 .0 st4 w.o 130 .0 st4 ·1 s.o 160.0 st3 8.0 150.0 st4 5.0 165 .0 st3 9.0 150.0 st3 '18.0 160.0 st4 11!111~1 ■I - Duct Material Trunk Shtfyletl ShtMetl 20'21-M~-02 15:1667 ~3 . . . . , G r i l l e H ' l g C l g T E L D e s i g n l · ~ a m e S i z e ( i n } ( < : : l i ' n ) ( e l m ) ( f t ) F H . . . . r b ? O x 0 3 3 8 3 4 0 8 6 . : I 0 . 0 7 6 r b 8 O x O 6 6 2 6 6 0 8 0 . : ' 0 . 0 8 1 - . . . , - + , ~ , , 1 1 r i g h t s c 1 , i ' t " ' . . ' 1 ' ' R " ' ' 1 7 ' • . . . , . , = = : : . , . , , . , . . . . , . . . , . ~ . , ~ . , , . . , . - . R i g t - 9 . . i t e ® U r i v e s a 2 0 1 9 1 9 . < , . . . , . . , . . . . , , A C C ! I . . . A C , S l a a - R e s i d e n c e , 4 4 C , : , , , e s A l l a , J > i l B c h . n . p C E i c = M J S F 1 0 1 : : , : : c r f a c e s : N V e l o c D i a m H x W ( f p r n ) { i 1 1 ) ( i n ) . . . . 6 2 3 1 0 . 0 O x 6 1 9 1 4 . 0 O x . . . . . S t u d / J o i s t O p e n i n g ( i n } 0 0 D u c t M a t l T r u n k S h M t S h M t 2 0 2 1 , I A ~ / - 0 2 1 5 : 1 6 5 7 P l g l 4 Builder: McAneny Builders 650 Park Street Jacksonville Florida 32204 (904) 219-3001 Job: Slater Remodel 44 Dewees Ave Atlantic Beach FL 32233 Roof Trusses QTY PLY LABEL DIAGRAM 1 2-ply A01 ~ A02 ~ ~ .. A03 ~ ~ 10 A04 ~ A05 ~ 15 5/5/202110:31:47 AM P ITCH 4 /12 4 /12 4 /12 4 /12 4/12 Manning Building Supplies 11155 Phillips Parkway Dr. E Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet (S hlppln9) ~ OVERHANG CANT ILEVER HEIGHT SPAN LUMBER L EFT RIGHT L EFT RIGHT (8-01-1 4) 6-11-07 37-08-10 2 x 4 4-00-00 4-00-00 (8-01 -14) 2x6 6-11-07 37-08-10 2 x 4 4-00-00 4-00-00 (8-01-14) 2x6 6-11-07 37-08-10 2x4 4-00-00 4-00-00 (8-01-14) 6-11-07 37-08-10 2x4 4-00-00 4-00-00 (7-08-02) 2x6 6-05-10 37-08-10 2x4 4-00-00 4-00-00 8-01-14 37 -08-10 John Knight· JK6145 Job Info: Job: J210350-R File# Sales: Jason Brackin Design: John Knight Page: 1 of 1 Report Date: Rep. Date: 5/5/2021 STUB LEFT RIGHT 1 of 1 - - tntertek Total Quality. Assured. Code Compliance Resea r ch Report CCRR-1063 DIVISION: 07 00 00 -THERMAL AND MOISTURE PROTECTION Section: 07 2100-Thermal Insulation REPORT HOLDER: Demilec USA, Inc. 3315 E. Division Street Arlington, TX 76011 (817) 640-4900 www .demilec.com infor@demilec.com REPORT SUBJECT: SEALECTION® 500 Spray-Applied Polyurethane Foam Insulation 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with t he following Codes: 2015, 2012, and 2009 International Building Code ® (IBC} 2015, 2012, and 2009 International Resident/di Code ® (IRC) 2015, 2012, and 2009 International Energy Conservation Code® {IECC) NOTE: This report references 2015 Code sections with [2012 and 2009] Code sections shown in brackets where t hey differ. 1.2 SEALECTION® 500 has been evaluated for the following properties (see Table 1): Surface-burning characterist ics Thermal resist ance Physical properties Air Permeability Alternatives to thermal barriers • Alternatives to ignition barriers J.,:l 51:AU'.CTtoN-:mo hi:l5 been ev111uated ror the following uses (see Table 1): Use as nonstructural insulation on or in interior and exterior walls, floors, and under roof decks Issue Date: 06-09-2016 Revision Date: 01-01-2018 Renewal Date: 01-01-2019 Use fn Type I, II, 111, IV, and V construction under the IBC and construction under the IRC 2.0 STATEMENT OF COMPLIANCE SEALECTION ® 500 complies with the Codes listed in Section 1.1, for the properties stated in Section 1.2, and uses stated in Section 1.3, when installed as described in this r eport, including the Condit ions of Use stated in Section 6. 3.0 DESCRIPTION 3.1 Materials: 3.1.1 SEALECTION ® 500: SEALECTION ® 500 is a two- component, open-cell , spray-applied foam plastic insulation. The insulation is produced in the field by combining an isocyanate {Component A) w1th a proprietary resin (Component B), resulting in insulat ion with a nominal density of 0.5 pcf. Bot h insulation components have a shelf life of one year when stored ln unopened containers at t emperatures between 50°F and 100°F before installation. 3.1.2 lntumescent Coatings: 3.1.2.1 Blazeloktt• 1B4: Blazelokn• 184, manufactured by TPR 2 Corporation, is a one-component, water-based liquid coating with specific gravity of 1.3. Blazelok™ 1B4 is supplied in 5-gallon pails and/or 55-gallon drums and has a shelf life of one year when stored in factory-sealed containers at temperatures between 45°F and 90°F. 3.1.2.2 Andek Firegard™: Andek Firegard, manufactured by Andek Corporation, is a one-component, wat er-based coating with specific gravity of 1,37. Andek Fi regard is supplied in 5-gal lon pails and has a shelf life of one year when stored in factory-sealed containers at temperatures between 45°F and 90°F. 3.1.2.3 No-Burn" Plus XD: No-Burn ® Plus XD, manufactured by No-Burn, Inc., is a translucent aqueous liquid in 1-and S-gallon pails and 55-gallon drums. The 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building lntertek PC A-101 V~sion· 6 Apd 2017 SrT-CCRR·OP-40b Code Compliance Research Report CCRR~1063 Page 2 of 7 coating has a shelf life of three years when stored in a factory-sealed container at temperatures between 40°F and 90°F. 3.1.2.4 Blazelok™ TBX: Blaze l ok™ TBX, manufactured by TPR2 Corporation, is a one-component, water-based liquid coating with specific gravity of 1.3. Blazelok™ TBX is supplied in 5-gallon pails and/or 55-gallon drums and has a shelf life of one year when stored in factory-sealed containers at temperatures between 45°F and 90°F. Blazelok"' TBX complies with AC456 as recognized in ICC-ES ESR-3997. 3.1.2.5 DC31S Fireproof Paint: DC315, manufactured by International Fireproof Technology, Inc., is a one- component, water-based, liquid coating with a specific gravity of 1.3. DO15 is supp lied in 5-gallon pails and/or 55-gallon drums and has a shelf life of one year when stored in unopened factory-sealed containers between S0°F to 80°F. DC315 complies with ICC-ES AC456 as recogni2ed in lntertek CCRR-1076. 4.0 PERFORMANCE CHARACTERISTICS 4.1 Surface-burning Characteristics: When tested in accordance with ASTM E84 at a maxlmum thickness of 4 inches, the insulation has a flame-spread index of 25 or l ess and a smoke-development index of 450 or less. SEALECTION® 500 can be installed at greater thicknesses as described in Sections 5.3 and 5.4.2 of this report. 4 .2 Air Permeability: The insulc1tlon, at a minimum thickness of 3-1/2 inches, is considered air-impermeable insulation in accordance with 2015 IBC Section 1203.3 [not applicable in the 2012 and 2009 IBC], or IRC Se ction R806 .5 [2009 -R806.4] based on testing in accordance with ASTM E283 and ASTM E2178. 4.3 Thermal Resistance (R-value): The insulation has thermal resistance (R-value), at a mean temperature of 75°F, as shown in Table 2. 5.0 INSTALLATION 5.1 General: SEALECTION® 500 must be installed in accordance with the manufacturer's published installation instructions, the applicable Code, and this Research Report. A copy of the manufacturer's Instructions must be available on the jobsite during installation. The installation requirements in Sections S.l through 5.4 app ly to all types of construction. The insulation must be stored at temperatures between S0°F and 100°F and must not be used in areas that have a maximum service temperature greater than 180°F. The foam plastic. insulatlon must not be used in electrical outlet or junction boxes, or in contact with rain or water. The insulation is not intended for installation to the exterior of below-grade walls or beneath slabs-on -grade. The substrate must be free of moisture, frost or ice, loose scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, unless approved sp ecifical ly by Demilec USA. 5.2 Application: The insulation is spray-applied on the jobsite using spray equipment spedfied in Demilec USA published insta llation instructions. SEALECTION~) 500 can be installed in one pass {or lift). Where multiple passes (or lifts) are required, the cure time between passes is negligible. 5.3 Thermal Barrier: 5 .3.1 Application with a Prescriptive Thermal Barrier: The insulation must be separated from the Interior of the building by an approved thermal barrier of 1/2 inch thick gypsum wallboard or an equivalent 15-minute thermal barrier complying with IBC Section 2603.4 or IRC Section R316.4, as applicable, except where instal lation is in an attic or crawl space as described in Section 4.4. When the insulation is separated from the interior living space of the building with minimum 1/2 inch t hick gypsum board, the maximum thickness is not limited. Under the 2015 IRC, a thermal barrier of minimum 23/32 inch thick wood structural panel is also permitted and the thickness is not limited. S.3.2 Application without a Prescriptive Thermal Barrier: SEALECTlON ® 500 may be installed without the 15-minute therma l barrier prescribed in IBC Section 2603.4 and IRC Section R3l6.4, when installed as described in this section. The insulation may be spray-applied to the und erside of roof sheathing or roof rafters, and/or vertical surfaces orovided the assembly conforms. to one of the assemblies described In Table 3. The coatings identified in Table 3 must be applied over all surfaces and in accordance with the coating manufacturer's installation instructions and this report. Surfaces to be coated must be dry, clean, and free 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building lntertek PCA-101 SFT-CCRR-OP-4Db Code Compliance Research Report CCRR-1063 Page 3 of 7 of dirt, loose debris , and other substances that could interfere with adhesion of the coating. The coating ls applied with low-pressure airless spray equipment. 5.4 Attics and Crawl Spaces: 5.4.1 Application with a Prescriptive Ignition Barrier: Where SEALECTION ® 500 is installed w ithin attics or crawl spaces, and where entry is made only for service of utilities, an ignition barrier must be insta lled in accordance with IBC .Section 2603.4.1 .6, or IRC Sections R316.5.3 and R316.S.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable Code 1 and must be installed in a manner so that the foam plastic insulation is not exposed. The insulation, as specified in this section, may be installed in unvented attics and urwented enclO'Sed rafter assemblies in accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 -R806.4]. 5.4.2 Application without a Prescriptive Ignition Barrier: SEALECTION® 500 insulation may be installed in attics and crawl spaces without the ignition barrier prescribed in IBC Section 2603.4.1.6, and IRC Sections R316.5.3 and R316.5.4, as described in Section 4.4.2.1, subject to the following conditions: a. Entry to the attic or crawlspace is only to service utilities and no storage is permitted. b . There are no interconnected attic or craw l space areas. c. Air in the attic is not circulated to other parts of the building. d. Attic ventilation is provided when requ ired by IBC Section 1203.2 or IRC Section R806.1, as applicable, except when i nsulation is permitted in unvented attics ih accordance with 2015 IBC Section 1203.3 [not applicable under the 2012 or 2009 IBC], or IRC Section R806.S (2009 -R806.4]. e. Under-floor (crawl space) ventilation is provided in accordance with IBC Section 1203.5 [1203.3] or IRC Section R408.1, as applicable. f. Combustion air is provided in accordance with International Mechanical Code ® Section 701 [Sections 701 and 703). In attics, the insulation may be spray-applied to the underside of roof sheathing or roof rafters, and/or vertical surfaces, provided the assembly conforms to one of t he assemblies described in Table 4. In crawl spaces, the insulation may be spray-applied to the underside of f loors and/or vertical surfaces, provided the assembly conforms to one of the assemblies •described In Table 4. When an intumescent coating is used, surfaces to be coated must be dry, clean, and free of dirt, loose debris, and any other substances that could interfere w ith adhesion of the coating. The intumescent coating must be applied to all surfaces in accordance with the respective coating manufacturer's installation instructions. The coating must be applied when ambient and substrate temperatures are above of S0°F unless otherwise permitted by the intumescent coating manufacturer's installation instructions. When installed in accordance with thls section, the i nsulation may be installed in unvented attics as described in this. section in accordance with 2015 IBC Section 1203.3 or IRC Section R806.S [2009 -R806.4], when applied at a minimum thickness of 3-1/2 inches. 5.4.3 Use on Attic Floors: SEALECTION® 500 insu lation may be installed between and over joists in attic floors in accordance with this section , conditions a. through f. of Section 5.4.2, and Table 4 based on testing in accordance with AC377 Appendix X. The insulation must be separated from the interior of the building by an approved thermal barrier, 5.4.4 Unvented Attics: Demilec USA has conducted end use configuration testing (per IBC Section 2603.9 [2603.10) and IRC Section R316.6) and analysis to qualify the use of SEALECTION ® 500 i nsulation without a prescriptive ignition barrier or intumescent coating in unvented attics conformfng with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 -R806.4]. (Note that unvented attics were not addressed in the 2012 and earlier versions of the IBC.) The testing and analysis is described in Priest & Associates EEV 10362b, dated April 18, 20 16. The conclusions of that evaluation (and associated Engineering Letters) are <1s follows: When SEALECTION® 500 is applied in unvented attics conforming to IBC Section 1203.3 or IRC Section R806.5 (2009 -R806.4] the insulation may be applied to the underside of roof sheathing and/or rafters, and to vertical surfaces to a minimum thickness of 3 inches. Meaximum thief-me:,:, on the under ;:;lele of roof :lheothing o r on vertical wall surfaces is 13 inches. The ins ulation may be left exposed to the attic wfthout a prescriptive ignition barrier or an intumescent coating. The attic must have attic access complying with IRC Section R807, horizontally 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building m 1J:mor1gy ....::;:;..... 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I n t h e e v e n t o f a c o n f l i c t , t h i s r e p o r t g o v e r n s . 6 . 2 T h e i n s u l a t i o n m u s t b e s e p a r a t e d f r o m t h e i n t e r i o r o f t h e b u i l d i n g b y a n a p p r o v e d 1 5 - m i n u t e t h e r m a l b a r r i e r , a s c : l e s c r i b e d i n S e c t i o n 5 . 3 , o r b y a n a p p r o v e d i g n i t i o n b a r r i e r , a s d e s c r i b e d i n S e c t i o n 5 . 4 . 6 . 3 T h e i n s u l a t i o n t h i c k n e s s m u s t n o t e x c e e d t h a t n o t e d i n S e c t i o n s 3 . 1 , 5 . 3 , 5 . 4 , a n d S . S . 6 . 4 T h e i n s u l a t i o n m u s t b e p r o t e c t e d f r o m t h e w e a t h e r d u r i n g a n d a f t e r a p p l i c a t i o n a s s p e c i f i e d i n t h e m a n u f a c t u r e r ' s i n s t r u c t i o n s . 6 . 5 A v a p o r b a r r i e r m u s t b e i n s t a l l e d w h e n r e q u i r e d b y t h e a p p l i c a b l e C o d e . 6 . 6 T h e i n s u l a t i o n m u s t b e a p p l i e d b y c o n t r a c t o r s a p p r o v e d b y D e m i l e c U S A . 6 . 7 W h e n S E A L E C T I O N ® 5 0 0 i n s u l a t i o n i s i n s t a l l e d u n d e r t h e c o n d i t i o n s o f S e c t i o n 5 . 4 . 4 o f t h i s r e p o r t , t h e f o l l o w i n g c o n d i t i o n s a p p l y : 6 . 7 . 1 S i n c e t h e p e r f o r m a n c e o f S E A L E C T I O N ® 5 0 0 , w h e n i n s t a l l e d i n u n v e n t e d a t t i c s w i t h o u t a C o d e - p r e s c r i b e d i g n i t i o n b a r r i e r o r a n i n t u m e s c e n t c o a t i n g , i s b a s e d o n f i r e p e r f o r m a n c e o f a n u n v e n t e d a t t i c , t h e i n s t a l l a t i o n m u s t b e a p p r o v e d b y t h e C o d e o f f i c i a l . T h e i n s t a l l a t i o n m u s t c o n f o r m w i t h t h e p r o v i s i o n s o f S e c t i o n 5 . 4 . 4 a n d C o n d i t i o n s a . t h r o u g h c . a n d C o n d i t i o n f . o f S e c t i o n 5 . 4 . 2 . A c o p y o f t h e P r i e s t & A s s o c i a t e s E n g i n e e r i n g E v a l u a t i o n ( r e f e r e n c e d i n S e c t i o n s 5 . 4 . 4 a n d 7 . 3 ) m u s t b e p r o v i d e d t o t h e C o d e o f f i c i a l u p o n r e q u e s t . 6 . 7 . 2 S i g n a g e s h a l l b e p e r m a n e n t l y a f f i x e d i n t h e a t t i c a n d s h a l l b e v i s i b l e f r o m a l l e n t r y p o i n t s i n t o t h e a t t i c . T h e s i g n s n a I I s t a t e " C a u t t o n , t h i s i s a n u n v e n t e d o t t f c b y d e s i g n . N o m o d i f i c a t i o n m a y b e m a d e t o t h i s u n v e n t e d c o n d i t i o n . T h e a t t i c s h a l l n o t b e v e n t e d . H o l e s i n t o t h e u n v e n t e d a t t 1 c s h a l l b e i m m e d i a t e l y r e p a i r e d a n d s e a l e d . P e n e t r a t i o n s o f t h e c e i l i n g o r w a l l m e m b r a n e b e t w e e n t h e u n v e n t e d a t t i c a n d l i v i n g s p a c e , o t h e r t h a n t h e h o r i z o n t a l a c c e s s h a t c h , m u s t b e p r o t e c t e d i n a n a p p r o v e d m a n n e r . T h i s u n v e n t e d a t t i c s h a l l n o t b e u s e d f o r s t o r a g e . S e e l n t e r t e k C o d e C o m p l i a n c e R e s e a r c h R e p o r t C C R R - 1 0 6 3 o n t h e l n t e r t e k w e b s i t e . " 6 . 8 U s e o f t h e i n s u l a t i o n i n f i r e - r e s i s t a n c e - r a t e d c o n s t r u c t i o n i s o u t s i d e t h e s c o p e o f t h i s r e p o r t . 6 . 9 U s e o f t h e i n s u l a t i o n i n a r e a s w h e r e t h e p r o b a b i l i t y o f t e r m i t e i n f e s t a t i o n i s " v e r y h e a v y " m u s t b e i n a c c o r d a n c e w i t h I B C S e c t i o n 2 6 0 3 . 8 [ 2 0 1 2 - 2 6 0 3 . 9 , 2 0 0 9 - 2 6 0 3 . 8 ] o r I R C S e c t i o n R 3 1 8 . 4 , a s a p p l i c a b l e . 6 . 1 0 J o b s i t e c e r t i f i c a t i o n a n d l a b e l i n g o f t h e i n s u l a t i o n m u s t c o m p l y w i t h I R C S e c t i o n N l l 0 l . 1 0 [ 2 0 1 2 - N l l 0 l . 1 , 2 0 0 9 - N 1 1 0 1 . 4 ) a n d I E C C S e c t i o n C 3 0 3 . 1 o r R 3 0 3 . 1 ( 2 0 0 9 - 3 0 3 . 1 ) , a s a p p l i c a b l e . 6 . 1 1 T h e i n s u l a t i o n c o m p o n e n t s a r e p r o d u c e d i n A r l i n g t o n , T e x a s , u n d e r a q u a l i t y c o n t r o l p r o g r a m w i t h i n s p e c t i o n s b y l n t e r t e k T e s t i n g S e r v i c e s N A , I n c . ( A A - 6 4 7 ) . 7 . 0 S U P P O R T I N G E V I D E N C E 7 . 1 R e p o r t s o f t e s t s i n a c c o r d a n c e w i t h A S T M C 5 1 8 , A S T M E 2 8 3 , A S T M E 2 1 7 8 , N F P A 2 8 5 , N F P A 2 5 9 , a n d A S T M E 8 4 . 5 4 5 E . A l g o n q u i n R o a d • A r l i n g t o n H e i g h t s • I l l i n o i s • 6 0 0 0 5 i n t e r t e k . c o m / b u i l d i n g a ~ ~ ~ P C A - - 1 0 1 l n t e r t e k V e r s i o n : 6 / : , p r i ! 2 0 1 7 - - Code Compliance Research Report CCRR•l063 Page 5 of 7 7.2 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation (AC377), dated April 2016; including reports of tests in accordance with Appendix X. 7.3 Research Reports for evaluation of data in accordance with ICC-ES Acceptance Criteria for Fire-protective Coatings Applied to Spray-applied Foam Plastic Insu lation Installed w ithout a Code-prescribed Thermal. Barrier (AC456), dated October 2015 7.4 Priest & Associates Engineering Evaluation, Project 10362b, dated April 18, 2016. 7.5 lntertek Listing Report "S EALECTION ® 500", on the lntertek Directory of Building Products. 8.0 IDENTIFICATION The SEA LECTION~ 500 is identif.ied with the manufacturer's name (Demilec USA), address and telephone number, the product name (SEALECTIONc;i 500), the product type (A or B component), the mixing instructions, the flame-spread and smoke-developed indices, date of manufacture, the lntertek Mark as shown below, and the Code Compliance Research Report number (CCRR-1063). ln-tertek CCRR-#### 9.0 OTHER CODES This section is not applicable. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 10.1 Approval of building products and/or materials can only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. 10.2 Code Compliance Research Reports shall not be used In any manner that implies an endorsement of the product by lntertek. 10.3 Reference to the https://bpdirectory.intertek.co m is recommended to ascertain the current version and status of th is report. Th is Code Compliance Research Report ("Report") is for t he exclusive use of lntertek's Clie nt and is provided pursuant to the agreement between l ntertek and lt5 Client. lnt.c:rtck.':s re:spon:1olbltlty and lli:UJIHty .:.ire limited tQ the tt.:rm~ cand c.oncHtion:s of th~ ~sr'f.;.!-..:meot. Jr,tc:rt.ok: a~".a umcr• no ll.1bWt.y to .::3ny p~i:-tv, othur ehon to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of t his Report. Only the Client is authorized t o permit copying or distribution of this Report and then only i n its entirety, and the Client shall not use t he Report in a misleadin g manner. Client further .igrees and understands that reliance upon the Report is limited to t~e representations made there1n. The Report iS not an endorsement or recommendation for use of the subject and/or product descri bed herein. This Report is not the lntertek Listing Report covering the subject product and utilized for lntertek Certification and this Report does not represent authorization for the use of any lntertek certification marks. Any use of the lntertek name or one of its marks for the sale or advertisement of the tested material, product o r service must first be approved In writing by lntertek. lntertek Jeirsi=O;;: 5 _.;p;-ii 2017 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building SFT-CCRR-OP-40b a :C>;.ll£()1JW _,,~ PCA-101 - l n t e r t e k C o d e C o m p l i a n c e R e s e a r c h R e p o r t C C R R - 1 0 6 3 P a g e 6 o f 7 T A B L E 1 • P R O P E R T I E S E V A L U A T E D 2 0 1 S I B C 2 0 1 5 1 R C 2 0 1 5 I E C C S E C T I O N 1 P R O P E R T Y S E C T I O N 1 S E C T I O N 1 P h y s i c a l P r o p e r t i e s N o t r e q u i r e d N o t r e q u i r e d N o t r e q u i r e d S u r f a c e - b u r n i n g 2 6 0 3 . 3 R 3 1 6 . 3 N o t a p p l i c a b l e C h a r a c t e r i s t i c s T h e r m a l B a r r i e r / I g n i t i o n 2 6 0 3 . 4 R 3 1 6 . 4 N o t a p p l i c a b l e B a r r i e r N 1 1 0 1 . 1 0 ( 3 0 3 . 1 . 1 N 1 1 0 2 ( 3 0 3 . 1 . 4 T h e r m a l R e s i s t a n c e 1 2 0 3 . 3 [ 1 3 0 1 ] [ N 1 1 0 2 . 1 2 , R 3 0 3 . l . 4 R 3 0 3 . l . 4 N 1 1 0 1 . 1 ] [ 3 0 3 . 3 . 3 a n d 3 . 3 . 1 . 2 ] 1 S e c t i o n n u m b e r s m a y b e d i f f e r e n t f o r e a r l i e r v e r s i o n s o f t h e I n t e r n a t i o n a l C o d e s . T A B L E 2 - S E A L E C T I O N ® 5 0 0 T H E R M A L R E S I S T A N C E ( R - v a l u e s ) 1 ' 2 , 3 T H I C K N E S S ( i n c h e s ) R - V A L U E ( ° F . f t 2 . h / B t u ) 1 3 . 8 3 . 5 1 3 4 1 5 5 1 9 5 . 5 2 1 6 2 3 7 2 7 7 . 2 5 2 8 8 3 0 9 3 4 9 . 2 5 3 5 1 0 3 8 1 1 4 2 1 1 . 2 5 4 3 1 2 4 6 1 3 4 9 1 4 5 3 1 5 5 7 1 R - v a l u e s a r e c a l c u l a t e d b a s e d o n t e s t e d k - f a c t o r s a t m u l t i p l e t h i c k n e s s e s . 2 R - v a l u e s l e s s t h a n 1 0 a r e r o u n d e d t o t h e n e a r e s t 1 / 1 0 1 \ g r e a t e r t h a n 1 0 a r e r o u n d e d t o t h e n e a r e s t w h o l e n u m b e r . 3 T o d e t e r m i n e R - v a l u e s f o r t h i c k n e s s e s n o t l i s t e d : b e t w e e n 1 i n c h a n d 4 i n c h c a n b e d e t e r m i n e d t h r o u g h l i n e a r i n t e r p o l a t i o n o r g r e a t e r t h a n 4 i n c h e s c a n b e c a l c u l a t e d b a s e d o n R = 3 . 8 / i n c h , 5 4 5 E . A l g o n q u i n R o a d • A r l i n g t o n H e i g h t s • I l l i n o i s . . 6 0 0 0 5 i n t e r t e k . c o m / b u i l d i n g S F T - C C R R - O 1 > - • l 0 b a = t < r f ! l " - - - - P C A - 1 0 1 C o a t i n g B l a z e l o k T B X D C 3 1 5 C o a t i n g B l a z e l o k 1 B 4 A n d e k F i r e g a r d N o - B u r n P l u s X O D C 3 1 5 l n t e r t e k C o d e C o m p l i a n c e R e s e a r c h R e p o r t C C R R - 1 0 6 3 T A B L E 3 - A S S E M B L I E S W I T H O U T A P R E S C R I P T I V E T H E R M A L B A R R E R M a x i m u m M a x i m u m F i r e P r o t e c t i v e C o a t i n g ( A p p l i e d t o a l l F o a m S u r f a c e s ) I n s u l a t i o n I n s u l a t i o n M i n i m u m T h i c k n e s s ( m i l s ) T h i c k n e s s ( i n . ) T h i c k n e s s ( i n . ) W e t f i l m M i n i m u m V e r t i c a l S u r f a c e s C e i l i n g S u r f a c e s O r y f i l m A p p l i c a t i o n R a t e ( d f t ) ( w f t ) 7 . 5 1 1 . 5 1 1 1 7 1 . 1 1 g a l / 1 0 0 f t 2 7 . 5 1 1 . 5 1 2 1 8 1 . 1 2 g a l / 1 0 0 f t 2 F o r S I : 1 i n c h = 2 5 . 4 m m ; 1 m i l = 0 . 0 2 5 4 m m ; 1 g a l l o n = 3 . 3 8 L ; 1 f t 2 = 0 . 9 3 m 2 T A B L E 4 - A S S E M B L I E S W I T H O U T A P R E S C R I P T I V E I G N I T I O N B A R R E R M a x i m u m M a x i m u m F i r e P r o t e c t i v e C o a t i n g I n s u l a t i o n ( A p p l i e d t o a l l F o a m S u r f a c e s ) I n s u l a t i o n T h i c k n e s s ( i n . ) M i n i m u m T h i c k n e s s T h i c k n e s s ( i n . ) U n d e r s i d e o f R o o f ( m i l s ) M i n i m u m W a l l C a v i t i e s S h e a t h i n g / R a f t e r s D r y f i l m W e t f i l m A p p l i c a t i o n R a t e a n d A t t i c F l o o r s a n d F l o o r s ( d f t ) ( w f t ) 9 . 2 5 1 1 . 2 5 5 9 0 . 5 7 g a l / 1 0 0 f t 2 9 . 5 1 1 . 2 5 1 0 2 0 1 . 0 0 g a l / 1 0 0 f t 2 9 . 5 I 1 1 . 2 5 6 1 0 0 . 6 g a l / 1 0 0 f t 2 7 . 2 5 1 1 . 2 5 3 4 0 . 3 g a l / 1 0 0 f t 2 F o r S I : 1 i n c h = 2 5 . 4 m m ; 1 m i l = 0 . 0 2 5 4 m m ; 1 g a l l o n = 3 . 3 8 L ; 1 t t 2 = 0 . 9 3 m 2 5 4 5 E . A l g o n q u i n R o a d • A r l i n g t o n H e i g h t s • I l l i n o i s • 6 0 0 0 5 i n t e r t e k . c o m / b u i l d i n g P a g e 7 o f 7 M e t h o d N F P A 2 8 6 N F P A 2 8 6 M e t h o d A p p e n d i x X A p p e n d i x X A p p e n d i x X A p p e n d i x X a l o W l f G I T ! J r - - - P C A - 1 0 1 s n - c c r r n - o P - 4 0 b 05 <l 03 02 A01 = THE TRIANGLE AS S H O W N O N T H I S D E T A I L R E P R E S E N T S T H E L E F T E N D O F T H E T R U S S O N T H E T R U S S E N G I N E E R I N G \ \ \ \ \ \ I I I 7 I EXISTING R O O F / / b N : I 11 1 /16" I : ! I b I i N i I ?i I i ~ i I ' b ' N : i I ' b ' ' ' N ' ' ( 0 . . . . . - - L O I ' b ' ' ' N ' . . . . . N . I b N / I b N 'I ' ~~ b ' ' N ' ' ill b I I : 1111 1' 6" 1 1 1 1 b ill!_ -•-•M-~· 6" ( " ) _ J l l --.... ------- I 3 7 ' 8 5 / 8 " I 7 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197 .. ROSEBURG-BLUEL I N X O n C E N T E R L V L 2 4 4 0 . 2 . . E A C O M - B L U E L I N X O n C E N T E R B U I - J O I S T 1 5 4 3 2 . 1 . . B L U E L I N X O n C E N T E R R I M B O A R D 6 5 2 7 . 5 L O A D I N G C R I T E R I A R o o f F l o o r 2 0 4 0 7 1 0 ~ t t o m C h o r d L i v e L o a d 0 0 I B o t t o m C h o r d D e a d L o a d 1 0 5 3 7 5 5 - - - l T o t a l L o a d D u r a t i o n F a c t o r 1 . 2 5 1 . 0 0 I B u i l d i n C o d e I F B C 2 0 2 0 / T P l 2 0 1 4 , W i n d S t a n d a r d A S C E 7 1 6 1 3 0 . 0 m p h R E S C A T I I D E n c l o s e d W a l l H e i g h t L e g e n d N / A N / A = N I A N / A A p p r o v e d t r u s s a n c h o r b y b u i l d e r . j 2 x 4 m i n i m u m t o p a n d b o t t o m c h o r d s . . , , , - , _ , , . S q u a r e c u t o v e r h a n g s . ✓ - _ ) , J 1 2 / / / 4 , - ~ , / L . . _ . . . , _ _ _ _ _ ; : : ✓ , , , - - : : : . _ _ _ ~ 8 " _ / / . s : : . . . . . . . . . . . . . - - = - 1 ~ _ . , , , - 7 ✓ - ✓ - _ _ . Y - - - - : \ ( , / / 3 - 1 / 2 " 1 2 ; \ ' ( ( S O " B R G . i s \ U n l e s s n o t e d - o t h e r w i s e . T y p i c a l T r u s s E n d s E n g i n e e r o f R e c o r d : J e s s e J a n n e t t e - F L P E # 7 8 6 2 3 1 2 0 5 8 S a n J o s e B l v d . , # 1 0 0 1 J a c k s o n v i l l e , F L 3 2 2 5 8 T h i s i s a T r u s s P l a c e m e n t P l a n O n l y T r u s s e s h a v e b e e n d e s i g n e d b a s e d o n t h e d r a w i n g s p r o v i d e d t o M B S b y t h e B u i l d e r . P l e a s e r e f e r t o t h e t r u s s e n g i n e e r i n g f o r a n y i n f o r m a t i o n n o t l i s t e d o n t h i s p a g e P l e a s e r e f e r t o t h e B C S I - S u m m a r y S h e e t s f o r p r o p e r b r a c i n g o f t r u s s e s d u r i n g e r e c t i o n J o b # J 2 1 0 3 5 0 C u s t o m e r : M c A n e n y B u i l d e r s P r o j e c t : S l a t e r R e m o d e l L o t / S u b : A d d r e s s 4 4 D e w e e s A v e C i t y , S t a t e : A t l a n t i c B e a c h , F L S c a l e : N . T . S . D a t e : 5 / 5 / 2 0 2 1 , D e s i g n e r : J o h n K n i g h t 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J210350-R - Duncan / Slater Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 5 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. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: McAneny Builders Project Name: . Model: . Subdivision: . Address: 44 Dewees Ave, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Jesse Jannette License #: 78623 Address: 12058 San Jose Blvd., #1001, . City: Jacksonville State: FL May 6,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Manning Building Supplies. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the 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, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No. Seal# Truss Name 1 T23846086 A01 Date 5/6/212 T23846087 A02 5/6/213 T23846088 A03 5/6/214 T23846089 A04 5/6/215 T23846090 A05 5/6/21 --® Milek® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 412 =5x10 =4x10 =5x8 =3x8 =1.5x4 =8x8 =3x8 =3x4 =3x8 =3x8 =3x8 =3x8 =5x8 =5x8 =3x8 =3x8 =3x8 =3x8 =3x4 =3x8 =8x8 =1.5x4 =3x8 =5x8 =4x10 =5x10 1 31 74732 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 30 57 65 3 29 63 71 4 28527 58 66 7062 6 26 64 72 7 25 59 67 8 24923 60 68 6961 10 221121122013191418151716 4-2-0 -4-2-0 4-2-0 41-10-10 6-1-1 12-7-9 6-1-1 31-2-2 6-2-12 25-1-1 6-2-12 18-10-5 6-6-8 6-6-8 6-6-8 37-8-10 9-4-2 18-10-5 9-4-2 28-2-7 9-6-3 9-6-3 9-6-3 37-8-10 8- 1 - 1 4 0- 8 - 0 6- 1 1 - 7 Scale = 1:78.9 Plate Offsets (X, Y):[2:0-2-6,0-3-0], [30:0-2-6,0-3-0], [44:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.42 41-42 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.37 41-42 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.46 Horz(CT) -0.13 30 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 661 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 7-1,25-31:2x6 SP DSS BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. JOINTS 1 Brace at Jt(s): 58, 62, 66, 70 REACTIONS (size) 2=0-5-4, 30=0-5-4 Max Horiz 2=165 (LC 11) Max Uplift 2=-1793 (LC 12), 30=-1793 (LC 12) Max Grav 2=2069 (LC 1), 30=2069 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-73=0/50, 2-73=0/59, 2-3=-4034/8050, 3-4=-3964/8014, 4-5=-3901/7888, 5-6=-3874/7876, 6-7=-3850/7838, 7-8=-3803/7674, 8-9=-3788/7667, 9-10=-3807/7725, 10-11=-3769/7660, 11-12=-2919/5931, 12-13=-2840/5791, 13-14=-2833/5802, 14-15=-2831/5825, 15-16=-2780/5741, 16-17=-2780/5742, 17-18=-2831/5825, 18-19=-2833/5802, 19-20=-2841/5792, 20-21=-2919/5931, 21-22=-3769/7660, 22-23=-3808/7725, 23-24=-3788/7667, 24-25=-3803/7674, 25-26=-3850/7838, 26-27=-3874/7876, 27-28=-3901/7888, 28-29=-3964/8014, 29-30=-4034/8050, 30-74=0/59, 31-74=0/50 BOT CHORD 2-56=-7190/3613, 55-56=-7190/3613, 54-55=-7190/3613, 53-54=-7190/3613, 52-53=-7190/3613, 51-52=-7190/3613, 50-51=-6574/3384, 49-50=-6574/3384, 48-49=-6574/3384, 47-48=-6574/3384, 46-47=-6574/3384, 45-46=-6574/3384, 44-45=-6574/3384, 43-44=-6613/3384, 42-43=-6613/3384, 41-42=-6613/3384, 40-41=-6613/3384, 39-40=-6613/3384, 38-39=-6613/3384, 37-38=-6613/3384, 36-37=-7229/3613, 35-36=-7229/3613, 34-35=-7229/3613, 33-34=-7229/3613, 32-33=-7229/3613, 30-32=-7229/3613 Job Truss Truss Type Qty Ply Duncan / Slater T23846086A01Common12J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:09 Page: 1 ID:_NG8JcAxgtmPp1BWmY6HJ?zJyg1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 May 6,2021 I Nii ' Milek· 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 WEBS 16-44=-2771/1307, 44-65=-908/1813, 65-66=-939/1906, 66-67=-899/1808, 67-68=-887/1785, 21-68=-956/1918, 21-69=-1000/478, 69-70=-679/340, 37-70=-793/391, 37-71=-135/278, 71-72=-116/220, 25-72=-105/145, 11-60=-956/1918, 59-60=-887/1786, 58-59=-899/1809, 57-58=-939/1907, 44-57=-908/1813, 51-62=-792/391, 61-62=-678/340, 11-61=-1000/478, 7-64=-105/146, 63-64=-117/221, 51-63=-136/279, 15-57=-226/91, 45-57=-56/31, 14-58=-89/118, 46-58=-52/26, 13-59=-73/80, 47-59=-54/40, 12-60=-461/194, 48-60=-238/92, 49-61=-381/163, 10-62=-180/73, 50-62=-41/23, 9-51=-139/222, 8-63=-77/52, 52-63=-93/42, 53-64=-94/42, 6-54=-104/48, 5-55=-40/17, 4-56=-410/162, 17-65=-226/91, 43-65=-56/31, 18-66=-89/118, 42-66=-52/26, 19-67=-73/80, 41-67=-54/40, 20-68=-460/194, 40-68=-238/92, 39-69=-381/163, 22-70=-180/73, 38-70=-41/23, 23-37=-139/222, 24-71=-76/52, 36-71=-93/42, 35-72=-93/42, 26-34=-104/48, 27-33=-40/17, 28-32=-410/162 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Exterior(2E) -4-2-14 to -0-5-10, Interior (1) -0-5-10 to 18-10-5, Exterior(2R) 18-10-5 to 22-10-5, Interior (1) 22-10-5 to 41-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) All plates are 2x5 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1793 lb uplift at joint 2 and 1793 lb uplift at joint 30. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-54, 30-31=-54 Trapezoidal Loads (lb/ft) Vert: 2=-58 (F=-4)-to-3=-60 (F=-6), 3=-60 (F=-6)- to-4=-60 (F=-6), 4=-60 (F=-6)-to-5=-62 (F=-8), 5=-62 (F=-8)-to-6=-63 (F=-9), 6=-63 (F=-9)-to-7=-64 (F=-10), 7=-64 (F=-10)-to-8=-65 (F=-11), 8=-65 (F=-11)-to-9=-66 (F=-12), 9=-66 (F=-12)-to-10=-67 (F=-13), 10=-67 (F=-13)-to-11=-69 (F=-15), 11=-69 (F=-15)-to-12=-69 (F=-15), 12=-69 (F=-15)-to-13=-71 (F=-17), 13=-71 (F=-17)-to-14=-72 (F=-18), 14=-72 (F=-18)-to-15=-73 (F=-19), 15=-73 (F=-19)-to-16=-74 (F=-20), 16=-74 (F=-20)-to-17=-73 (F=-19), 17=-73 (F=-19)-to-18=-72 (F=-18), 18=-72 (F=-18)-to-19=-71 (F=-17), 19=-71 (F=-17)-to-20=-69 (F=-15), 20=-69 (F=-15)-to-21=-69 (F=-15), 21=-69 (F=-15)-to-22=-67 (F=-13), 22=-67 (F=-13)-to-23=-66 (F=-12), 23=-66 (F=-12)-to-24=-65 (F=-11), 24=-65 (F=-11)-to-25=-64 (F=-10), 25=-64 (F=-10)-to-26=-63 (F=-9), 26=-63 (F=-9)-to-27=-62 (F=-8), 27=-62 (F=-8)-to-28=-60 (F=-6), 28=-60 (F=-6)-to-29=-60 (F=-6), 29=-60 (F=-6)-to-30=-58 (F=-4), 2=-24 (F=-4)-to-56=-26 (F=-6), 56=-26 (F=-6)-to-55=-27 (F=-7), 55=-27 (F=-7)-to-54=-29 (F=-9), 54=-29 (F=-9)-to-53=-30 (F=-10), 53=-30 (F=-10)-to-52=-31 (F=-11), 52=-31 (F=-11)-to-51=-32 (F=-12), 51=-32 (F=-12)-to-50=-33 (F=-13), 50=-33 (F=-13)-to-49=-34 (F=-14), 49=-34 (F=-14)-to-48=-35 (F=-15), 48=-35 (F=-15)-to-47=-37 (F=-17), 47=-37 (F=-17)-to-46=-38 (F=-18), 46=-38 (F=-18)-to-45=-39 (F=-19), 45=-39 (F=-19)-to-44=-40 (F=-20), 44=-40 (F=-20)-to-43=-39 (F=-19), 43=-39 (F=-19)-to-42=-38 (F=-18), 42=-38 (F=-18)-to-41=-37 (F=-17), 41=-37 (F=-17)-to-40=-35 (F=-15), 40=-35 (F=-15)-to-39=-34 (F=-14), 39=-34 (F=-14)-to-38=-33 (F=-13), 38=-33 (F=-13)-to-37=-32 (F=-12), 37=-32 (F=-12)-to-36=-31 (F=-11), 36=-31 (F=-11)-to-35=-30 (F=-10), 35=-30 (F=-10)-to-34=-29 (F=-9), 34=-29 (F=-9)-to-33=-27 (F=-7), 33=-27 (F=-7)-to-32=-26 (F=-6), 32=-26 (F=-6)-to-30=-24 (F=-4) Job Truss Truss Type Qty Ply Duncan / Slater T23846086A01Common12J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:09 Page: 2 ID:_NG8JcAxgtmPp1BWmY6HJ?zJyg1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f I I I 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 412 =4x10 =4x7 =5x8 =3x4 =3x4 =5x5 =5x8 =3x4 =3x4 =5x8 =4x7 =4x10 111142713 28 12 262310293 84 75 24 25 6 4-2-0 -4-2-0 4-2-0 41-10-10 6-2-4 31-2-13 6-2-4 12-8-1 6-2-4 18-10-5 6-2-4 25-0-9 6-5-12 37-8-10 6-5-12 6-5-12 9-3-6 18-10-5 9-3-6 28-1-11 9-6-14 37-8-10 9-6-14 9-6-14 8- 1 - 1 4 0- 8 - 0 6- 1 1 - 7 Scale = 1:78.9 Plate Offsets (X, Y):[2:0-3-10,0-1-12], [10:0-3-10,0-1-12], [13:0-4-0,0-3-0] Loading (psf)Spacing 1-6-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.55 12-13 >812 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.49 12-13 >921 180 BCLL 0.0*Rep Stress Incr NO WB 0.52 Horz(CT) -0.12 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x6 SP DSS *Except* 4-6,8-6:2x4 SP 2250F 1.9E BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2(flat) SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS T-Brace:2x4 SP No.2 - 6-13 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (size) 2=0-5-4, 10=0-5-4 Max Horiz 2=-123 (LC 10) Max Uplift 2=-1063 (LC 12), 10=-1063 (LC 12) Max Grav 2=1215 (LC 1), 10=1215 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=0/48, 2-23=0/57, 2-3=-939/2256, 3-4=-2144/4055, 4-5=-2037/4063, 5-24=-1539/3010, 6-24=-1494/3021, 6-25=-1494/3021, 7-25=-1539/3010, 7-8=-2037/4062, 8-9=-2144/4054, 9-10=-772/1850, 10-26=0/57, 11-26=0/48 BOT CHORD 2-14=-3634/1963, 14-27=-3236/1803, 13-27=-3236/1803, 13-28=-3279/1803, 12-28=-3279/1803, 10-12=-3678/1963 WEBS 6-13=-1685/726, 7-13=-502/881, 8-12=-116/42, 5-13=-502/881, 5-14=-703/297, 4-14=-117/42, 7-12=-703/297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Exterior(2E) -4-2-14 to -0-5-10, Interior (1) -0-5-10 to 18-10-5, Exterior(2R) 18-10-5 to 22-7-9, Interior (1) 22-7-9 to 41-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 1063 lb uplift at joint 10 and 1063 lb uplift at joint 2. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Duncan / Slater T23846087A02Common11J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:17 Page: 1 ID:mf8kL0YlKhzzpwGsBYkx9kzJykj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 6,2021 I Nii ' Milek· 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 412 =5x8 =4x7 =4x7 =5x10 =5x5 =5x5 =5x5 =6x10 =5x5 =5x5 =5x10 =4x7 =4x7 =5x8 111 14 13 12 2623210 93 84 75 24 25 6 4-2-0 -4-2-0 4-2-0 41-10-10 6-2-4 31-2-13 6-2-4 12-8-1 6-2-4 18-10-5 6-2-4 25-0-9 6-5-12 37-8-10 6-5-12 6-5-12 9-3-6 18-10-5 9-3-6 28-1-11 9-6-14 37-8-10 9-6-14 9-6-14 8- 1 - 1 4 0- 8 - 0 6- 1 1 - 7 Scale = 1:78.9 Plate Offsets (X, Y):[2:0-2-3,0-2-4], [2:0-5-5,0-0-4], [10:0-2-3,0-2-4], [10:0-5-5,0-0-4], [13:0-5-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x6 SP DSS *Except* 4-6,8-6:2x4 SP 2250F 1.9E BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=37-8-10, 10=37-8-10, 12=37-8-10, 13=37-8-10, 14=37-8-10, 15=37-8-10, 19=37-8-10 Max Horiz 2=-165 (LC 10), 19=-165 (LC 10) Max Uplift 2=-418 (LC 12), 10=-418 (LC 12), 12=-266 (LC 12), 13=-265 (LC 12), 14=-266 (LC 12), 15=-418 (LC 12), 19=-418 (LC 12) Max Grav 2=576 (LC 21), 10=576 (LC 22), 12=714 (LC 22), 13=715 (LC 1), 14=714 (LC 21), 15=576 (LC 22), 19=576 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=0/64, 2-23=0/72, 2-3=-1092/213, 3-4=-228/145, 4-5=-136/225, 5-24=-51/96, 6-24=-36/131, 6-25=-36/122, 7-25=-51/104, 7-8=-108/211, 8-9=-208/118, 9-10=-1079/213, 10-26=0/72, 11-26=0/64 BOT CHORD 2-14=0/201, 13-14=-22/179, 12-13=0/210, 10-12=0/230 WEBS 6-13=-347/243, 7-13=-161/227, 8-12=-346/310, 5-13=-163/231, 5-14=-382/362, 4-14=-346/308, 7-12=-382/357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Exterior(2E) -4-2-14 to -0-5-10, Interior (1) -0-5-10 to 18-10-5, Exterior(2R) 18-10-5 to 22-7-9, Interior (1) 22-7-9 to 41-11-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 10, 418 lb uplift at joint 2, 265 lb uplift at joint 13, 266 lb uplift at joint 12, 266 lb uplift at joint 14, 418 lb uplift at joint 10 and 418 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Duncan / Slater T23846088A03Common11J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:18 Page: 1 ID:AbFfG3PoksyMJDgEfKgBB2zJvTl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 6,2021 I Nii ' Milek· 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 412 =5x5 =5x10 =4x7 =5x10 =5x5 =5x5 =5x5 =6x10 =5x5 =5x5 =5x10 =4x7 =5x10 =5x5 111141312 262310293 84 75 2524 6 4-2-0 -4-2-0 4-2-0 41-10-10 6-2-4 12-8-1 6-2-4 31-2-13 6-2-4 25-0-9 6-2-4 18-10-5 6-5-12 37-8-10 6-5-12 6-5-12 9-3-6 28-1-11 9-3-6 18-10-5 9-6-14 9-6-14 9-6-14 37-8-10 8- 1 - 1 4 0- 8 - 0 6- 1 1 - 7 Scale = 1:78.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-2-2,0-3-2], [10:0-3-8,Edge], [10:0-2-2,0-3-2], [13:0-5-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.21 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.41 13-14 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.70 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2250F 1.9E *Except* 1-4,8-11:2x6 SP DSS BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2 -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. REACTIONS (size) 2=0-5-4, 10=0-5-4 Max Horiz 2=-165 (LC 10) Max Uplift 2=-823 (LC 12), 10=-823 (LC 12) Max Grav 2=1620 (LC 1), 10=1620 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=0/64, 2-23=0/76, 2-3=-1363/339, 3-4=-2858/1614, 4-5=-2717/1542, 5-24=-2052/1243, 6-24=-1992/1258, 6-25=-1992/1258, 7-25=-2052/1243, 7-8=-2717/1542, 8-9=-2858/1614, 9-10=-1187/152, 10-26=0/76, 11-26=0/64 BOT CHORD 2-14=-1287/2618, 13-14=-1136/2404, 12-13=-1194/2404, 10-12=-1345/2618 WEBS 6-13=-496/968, 7-13=-670/490, 7-12=-40/396, 8-12=-133/166, 5-13=-670/490, 5-14=-40/396, 4-14=-133/166 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Exterior(2E) -4-2-14 to -0-5-10, Interior (1) -0-5-10 to 18-10-5, Exterior(2R) 18-10-5 to 22-7-9, Interior (1) 22-7-9 to 41-11-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 823 lb uplift at joint 2 and 823 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Duncan / Slater T23846089A04Common101J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:19 Page: 1 ID:8d1WltKer0_pYz1y8qEO4xzKAwf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 6,2021 I Nii ' Milek· 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 412 =6x10 =4x7 =4x7 =6x6 =1.5x4 =4x10 =1.5x4 =3x8 =5x8 =3x8 =1.5x4 =3x4 =3x8 =3x8 =3x8 =3x8 =5x8 =5x5 =3x8 =3x8 =3x8 =3x8 =3x4 =1.5x4 =3x8 =5x8 =3x8 =1.5x4 =4x10 =1.5x4 =6x6 =4x7 =4x7 =6x10 27150 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 7675262 51 59 65 3 25 5767 68 244 58 6656645260 235 53 61 226217 55 635462 208199181017111612151314 0-11-7 34-5-4 0-11-8 4-2-13 2-2-15 6-5-12 2-3-0 33-5-13 3-3-5 37-8-10 3-3-5 3-3-5 4-2-0 -4-2-0 4-2-0 41-10-10 6-2-4 31-2-13 6-2-4 12-8-1 6-2-4 25-0-9 6-2-4 18-10-5 1-4-10 9-6-14 3-11-8 8-2-5 4-2-13 37-8-10 4-2-13 4-2-13 5-4-2 33-5-13 9-3-6 28-1-11 9-3-6 18-10-5 7- 8 - 2 0- 8 - 0 0- 3 - 8 0- 3 - 8 1- 5 - 1 0 1- 9 - 2 4- 8 - 8 6- 5 - 1 0 Scale = 1:80.5 Plate Offsets (X, Y): [2:0-3-0,0-3-5], [3:0-2-7,0-2-0], [3:0-2-14,0-2-0], [4:0-0-0,Edge], [24:Edge,0-0-0], [25:0-2-14,0-2-0], [25:0-2-7,0-2-0], [26:0-3-0,0-3-5], [32:0-4-0,0-1-8], [39:0-4-0,0-3-0], [46:0-4-0,0-1-8], [68:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.30 41-42 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.43 42 >919 180 BCLL 0.0*Rep Stress Incr NO WB 0.78 Horz(CT) 0.11 28 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 313 lb FT = 20% LUMBER TOP CHORD 2x6 SP DSS *Except* 2-14,14-26:2x4 SP 2250F 1.9E BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. JOINTS 1 Brace at Jt(s): 52, 56, 60, 64 REACTIONS (size) 2=0-5-8, 26=4-4-9, 28=4-4-9, 72=4-4-9 Max Horiz 2=155 (LC 11) Max Uplift 2=-1152 (LC 12), 26=-320 (LC 12), 28=-1046 (LC 12), 72=-320 (LC 12) Max Grav 2=2394 (LC 1), 26=247 (LC 22), 28=2903 (LC 1), 72=247 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-75=-32/120, 2-75=-38/143, 2-3=-4495/2803, 3-4=-4439/2792, 4-5=-4439/2808, 5-6=-4098/2654, 6-7=-4075/2676, 7-8=-4081/2702, 8-9=-4045/2703, 9-10=-2617/1775, 10-11=-2518/1723, 11-12=-2510/1746, 12-13=-2503/1772, 13-14=-2463/1772, 14-15=-2461/1777, 15-16=-2505/1784, 16-17=-2513/1763, 17-18=-2520/1742, 18-19=-2594/1772, 19-20=-2112/1501, 20-21=-2159/1504, 21-22=-2101/1443, 22-23=-2167/1452, 23-24=-1527/2451, 24-25=-1501/2412, 25-26=-1492/2349, 26-76=-36/135, 27-76=-32/120 BOT CHORD 2-50=-2481/4212, 49-50=-2583/4316, 48-49=-2583/4316, 47-48=-2583/4316, 46-47=-2583/4316, 45-46=-1998/3421, 44-45=-1998/3421, 43-44=-1998/3421, 42-43=-1998/3421, 41-42=-1998/3421, 40-41=-1998/3421, 39-40=-1998/3421, 38-39=-1428/2468, 37-38=-1428/2468, 36-37=-1428/2468, 35-36=-1428/2468, 34-35=-1428/2468, 33-34=-1428/2468, 32-33=-1428/2468, 31-32=-180/442, 30-31=-180/442, 29-30=-180/442, 28-29=-180/442, 26-28=-2307/1655 Job Truss Truss Type Qty Ply Duncan / Slater T23846090A05Common11J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:20 Page: 1 ID:GrfS5qxjrmRBv5xS4Ox_CFzJdb7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 May 6,2021 I Nii ' Milek· 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 WEBS 14-39=-765/1085, 39-59=-273/167, 59-60=-309/201, 60-61=-269/168, 61-62=-256/158, 19-62=-277/174, 19-63=-734/439, 63-64=-784/466, 32-64=-738/438, 32-65=-1192/1957, 65-66=-1123/1841, 23-66=-1184/1948, 9-54=-1346/923, 53-54=-1249/853, 52-53=-1261/863, 51-52=-1303/897, 39-51=-1279/872, 46-56=-446/699, 55-56=-431/674, 9-55=-514/816, 5-58=-495/339, 57-58=-518/343, 46-57=-608/408, 13-51=-8/41, 40-51=-61/77, 12-52=-112/118, 41-52=-29/54, 11-53=-115/110, 42-53=-91/92, 10-54=-138/230, 43-54=-14/75, 44-55=-103/177, 8-56=-8/43, 45-56=-40/58, 7-46=-153/133, 6-57=-130/123, 48-58=-28/58, 15-59=-1/50, 38-59=-76/88, 16-60=-111/116, 37-60=-29/54, 17-61=-115/111, 36-61=-92/92, 18-62=-88/160, 35-62=-57/128, 34-63=-33/77, 20-64=0/61, 33-64=-43/58, 21-32=-318/226, 22-65=0/62, 31-65=-204/155, 30-66=-124/217, 24-28=-181/107, 23-68=-3848/2525, 28-68=-3656/2407, 4-50=-153/66, 50-67=-176/412, 5-67=-88/369, 47-57=0/66, 49-67=-69/124, 29-68=-277/179 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp D; Enclosed; MWFRS (directional) and C-C Exterior(2E) -4-2-14 to -0-5-10, Interior (1) -0-5-10 to 18-10-5, Exterior(2R) 18-10-5 to 22-10-5, Interior (1) 22-10-5 to 41-11-8 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) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x5 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1152 lb uplift at joint 2, 320 lb uplift at joint 26, 1046 lb uplift at joint 28 and 320 lb uplift at joint 26. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-14=-101, 14-27=-101, 69-72=-20 Job Truss Truss Type Qty Ply Duncan / Slater T23846090A05Common11J210350-R Job Reference (optional) Manning Building Supplies, Jacksonville, FL - 32256,Run: 8.43 S Apr 20 2021 Print: 8.430 S Apr 20 2021 MiTek Industries, Inc. Wed May 05 09:58:20 Page: 2 ID:GrfS5qxjrmRBv5xS4Ox_CFzJdb7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f I I I P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s 11 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach , FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _______ _ D Revision to Iss ued Permit OR 0 Corrections to Comments Date:06/11 /2021 Project Address : _44-=.D.:..ew.:..ee:.:..:..s .:..Av.:..e:...._ ___________________________ _ Contractor/Contact Name: McAneny Builders LLC , Cameron Bruce Contact Phone: (904) 402-6969 Email: Cameron@m canenybuilders.com -'--....;_ _________ _ Description of Proposed Revision/ Corrections: , 91U>~,p~p f2l1ff,rM1 <c,gv£,.':\ · oc <?«oeffl'\ IYlft:€~5) n lE'i!AI L HE:!Mtr fBOM ~Kf©t-, ~ea by}>..(2, tl:lWcn \;l:\C1H:Ll(11::lft9 ,:(81)t,"(\)f}1 Pt¼E $-l :m B:m:X?f ... S:S C:ol2t-5&,$\(!Jl\ CR1::Cf&A • f\t:-s \J:em,n:t:D f frNsS A-o ts-1 . '2 &· 2 coega:.n CAJ:s OJ M?E 1tJ SheSl.JS J ) A-IIJ9'fc lli?D ~ \1)CZ 03:VE:RS BY9C2 . p,f,2,1).&e ;(o s,'rtf,w PPDN ElA-? 1pQ.€C.:O Qt•J I McAneny Builders LLC, Cameron Bruce affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0 No D Yes (additiona l s.f. to be added: ___________ _, •~ill proposed rev i sion~c_o rre':ions ad~ addi_tional increase in bui ld ing val ue to origi na l submittal? l.!:'.JN o O•ves (add1t1onal increase in building value: $ ________ ) (Contractor must sign if increase in valuatio n I *Signature of Contractor/Agent:&~lf,--·~tf?__-.--_______________ _ (Office Use Only) ~Approved D Denied D Not Applicable to Department Permit Fee Due $ _____ _ Revis[9n/Plan Review Comments ___________________________ _ Department Review Required: Building Pla nning & Zoning Tree Administr ator Public Works Public Utilities Public Safety Fire Services Revi ewed By Date Updated 10/1 7/18 NOTICE OF COMMENCEMENT Stat e of £6, fZ.I DR County of J)v. V /'t L To Whom It May Concern: T ax Folio No. tlPC/55D-0000 The undersigned hereby informs you that improvements w ill be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated i n this NOTICE OF COMMENCEMENT. Lega\Descriptionofpropertybeingimproved: 1S--Y'2..-o" -2.S :Z:,e ace.A,-, G:eou:43 wo I L..6r-J]?U< I Addressofpropertybeingimproved: YY ])c-WE;E:S Av, ATL Al\ITic..~Acl-A E ', General description of improvements: Rv1:>,:[Lo r-J &~ J.4 <.c !j, I ,-.r~-JZ.iG n.. JLE-N o Ll ATio rJ k. .-re,..Jecl-(c a~'"''"n 4:}qo~) 1s~m-l:':P'i?&nll U; I cJM iT"i"{ f-u.r:x ?A,NVN9 f' ~ r ,;J '-u..J lfVf;; F Owner: loM at'. Aro~ S \... AT~ Address: _4.....=:Y'°"". y__..~........,µ'""JG ...... 4 .i..~__,_,A."'""'v .. ct ________ _ Owner's interest in s ite of the improvement: ___ K....u...i€::=S.1t..Ji1...:D~6-N=.:~Co<.:<=~------------------- Fee Simple Titleholder (if other tha n owner): ___________________________ _ Name:------------------------------------- Contractor: [hCRNGIV<-f ½1A.IL'DE<2.s LLC Address: l 5 C ? A~( 57 dA, bl, FL 3 '2. c...O Y Telephone No.: 9:o i...f -374-J 7 "3.<. Fax No: 9o"' -37~ -$74 -Z. Surety (if any) _____________________________________ _ Address: _____________________ Amount of Bond$ ________ _ Fax No: Telephone 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 th an himself, designated by owner upon whom notices or othe r documents may be served: Name: ------------------------------------ Address: ------------------------------ Telephone No: _________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in S ection 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: _________________ _ Address: ________________ _ Tele phone No: _________ _ Fax No: Expiration date of Notice of Commencement (the expiration date is on specified): ------------------- THIS SPACE FOR REC ORD ER'S USE ONLY Doc# 20211 26398, OR BK 19728 Page 841 Number Pages: 1 · Recorded 05/18/2021 01 : 19 PM, JODY PHI LLI PS CLER K CIRCUIT COURT DUVAL COUNTY RECORDI NG $10.00 ---------...___ ---------- ---...___ ---...___ ---...___ ---...___ ---...___ LOT 9 BLOCK I GENERAL NOTES: I. THE CONTRACTOR SHALL CONSTRUCT AND COMPUETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SECURE PERMITS, INSURANCE, INSPECTION CERTIFICATED AND GUARANTEES; FURNISH MATERJALS, LABOR, SUPERVISION, TOOLS, MACHINERY, EQUWMENT, TRANSPORTATION AND INCIDENTALS NECESSARY FOR THE CONSTRUCTION OF THE WORK. 2. IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRJNGENT RESTRICTIONS AND REQUIREMENTS SHALL GOVERN. 3. PLANS, NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON PLANS SHALL APPLY UNLESS NOTED OTHERWISE. 4. CODES USED, 2020 FLORIDA BUILDING CODE -EXISTING BUILDINGS. LATEST EDITION USED. 5. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL THEIR DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT 15 THE CONTRACTOR:S RESPONSIBILITY TO COORJDINATE THE ARCHITECTURAL DRAWINGS WITH THE FIELD CONDITIONS AND ALL OTHER CONSTRUCTION DOCUMENTS. G. LOCATION, SIZES AND QUANTITY OF ALL WINDOW AND DOOR OPENINGS MAY NOT BE COMPLETELY INDICATED IN THE DRAWINGS. CONTRACTOR 15 RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL DISCIPLINES PRJOR TO FABRICATIONS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING CONSTRUCTION. B. ALL CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRJOR TO ANY FABRICATION OR CONSTRUCTION. If EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFY ARCHITECT IMMEDIATELY FOR MODIFICATIONS TO DRAWINGS. 9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED ARCHITECTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING THE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING, SHORING, UNDERPINNING, ETC. THE ARCHITECT 15 NOT RESPONSIBUE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES, OR SAFETY PROCEDURES DURING CONSTRUCTION. I 0. GENERAL CONTRACTOR MUST REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO GIVING TO ARCHITECT FOR THEIR REVIEW. I I. CLAIMS FOR ADDITIONAL COSTS OR TIME, ALL QUOTATIONS OR CLAIMS FOR CHANGES IN WORK SHALL BE SUBSTANTIATED BY COMPLETE ITEMIZED STATEMENTS SHOWING QUANTITIES AND UNIT PRICES FOR MATERIAL, LABOR, AND MATERIALS AND SHALL BE ACTUAL COSTS TO THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT RECEIPTS OR OTHER EVIDENCE AS THE ARCHITECT MAY DIRECT, SHOWING HIS ACTUAL COSTS AND HIS RIGHT TO THE PAYMENT CLAIMED. I 2. INTENT, THE DRAWINGS AND SPECIFICATIONS TO THE DRAWINGS INDICATE ARRANGEMENTS AND RESULTS TO BE ACCOMPLISHED AND MAY BE DIAGRAMMATIC. THE CONTRACTOR SHALL FURNISH ALL ACCESSORIES AND FITTINGS OR ANYTHING REASONABLY IMPLIED FOR A COMPLETE JOB. I 3. IN ALL CASES, THE WORK OF THIS PROJECT SHALL BE COMPUETED ACCORJDING TO LOCAL GOVERNING CODES AND IN KEEPING WITH THE BEST PRACTICES OF THE APPLICABLE TRADES. SUBSTANDARD WORK SHALL BE REJECTED. 14. THE WORKSITE AND BUILDING SHALL BE KEPT CLEAR OR DEBRIS AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A CLEAN JOBSITE. THE PROJECT SHALL BE CUEANED AT TE END OF THE DAY TO REMOVE EXCESS MATERIALS AND DEBRJS FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANING OF ALL SURFACES PRIOR TO THE FINAL OCCUPANCY. I 5. NEW CEILINGS AREAS SHALL BE SMOOTH, GYP. BOARD. EXISTING CEILING AREAS DISTURBED BY NEW CONSTRUCTION SHALL MATCH EXISTING ADJ. CEILING FINISH. I G. CONTRACTOR SHALL FULLY COORDINATE ALL NEW AND EXISTING ARCHITECTURAL, STRUCTURAL, ELECTRJCAL AND MECHANICAL EUEMENTS. FIELD VERIFICATION WILL BE REQUIRED FOR COORJDINATION AND REPLICATION OF EXISTING CONDITIONS AND/OR DETAILS. GUIDELINES FOR MANY OF THESE CONDITIONS ARE NOTED ON THE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT EFFECT NEW CONSTRUCTION. 17. DIMENSIONS ARE TAKEN FROM FACE OF EXISTING CONSTRUCTION, FACE OF STUD AND CENTER OF WINDOW OPENINGS; UNUESS OTHERWISE NOTED. DO NOT SCALE DRWINGS. I B. SECURE OWNERS APPROVAL OF PARTITION LAYOUT PRIOR TO PROCEEDING WITH DRYWALL. I 9. INSTALL NEW GYP. BD. ON EXISTING EXPOSED WD. FRAMING. PROVIDE NEW R-13 INSULATION BATTS IN EXPOSED EXTERIOR WALL FRAMING. PROVIDE SOUND BATT INSULATION IN ALL NEW WALLS SURROUNDING BATHROOMS. 21. WORK INCLUDES PRJMING, PAINTING AND REPAINTING ALL PAINTED SURFACES DISTURBED BY NEW CONSTRUCTION ON THE INTERIOR OF THE HOUSE. 22. CONTRACTOR SHALL CARJRY WORKMEN'S COMPENSATION INSURANCE, GENERAL LIABILITY, AND AUTOMOBILE INSURANCE. LIMITS OF COVERAGE SHALL BE IN THE AMOUNTS RECOMMENDED BY OWNERS INSURANCE AGENT. ---...___ ---...___ ---...___ ---...___ / ' ---...___ LOT 7 BLOCK I /, ---...___ _____,.,.,--: ---...___ I I '( I / / ,,rJ"'~ ,?.,<; "' / ,.,1 e' -,>_;1/ '°' e" ,007 c; / / / / / / FDSAFDSAFDSAFDSA F SETBACK I 08.00' (PLAT) / .· .-· .· / / .· .· .· / / .·· / ... / 1v,,w/c6:Dmoix{/ i)l.'DITl(l.N l}l'(o / .EXIST. Ko /1<'}5 _l\ ~ -D ..,,.-----------. -\-_ j _ ---:tl'l '(~~~l~R~~;l~~TH~i:;~;T;oh\ ii\ //// /~\ 1 c RUN-OFF TO BE CREATED. SITE ·-.-' ---._ .-".-/ '~ \\_ ~ ":_l DRAINAGE 15 TO EXISTING POND AT '2, 'flAR OF PROPERTY __ i 0 ·--- r--,-.. S'-ou I gulLDJNG,~,,-..--_ _J ~---~, ET-Bl\cK' / I Q .-NEW ROOF OVERHAN EXISTIN 0-STO b...J,it:S ID EN N E LOT I I BLOCK I -----tt&&...,-C,.Jl1r----.\ NC PA ,,._--., AHU 23 5.F /lll=#A=H1=u=l . ~ 'ALLOWAB #2 OVERHAN 4' SE;rBACK 9'-0" CJ NEW SIDEWALK-. 9 ITT 45 5. - 3'-0" LOT 10 BLOCK I PROPERTY LINE R-23 I .00' ~ L-75.33' -------~-~-~~~~~-~-~------~-" ______ L_L_LLLLL_L_L _____ I ' ______ L_L_LLI _l I 1 ' >c---~ .. -, ' ' ( CONTINUE NEW GRASS ~ . PAVERS TO ROAD ··"- DEWEES AVENUE (GO' RIGHT OF WAY) SITE PLAN 1/8" = I '-0" NORTH ABBREVIATIONS: ADJ. -ADJACENT A.F.F. -ABOVE FINISH FLOOR BLDG -BUILDING C.L. -CENTER LINE CLG -CEILING CJ. -CONTROL JOINT CMU -CONCRETE MASONRY UNIT COL-COLUMN CONC -CONCRETE DN-DOWN ELEV -EUEVATION E.J. -EXPANSION JOINT EQ. -EQUAL EXIST. -EXISTING FIN. -FINISH FL. / FLR. -FLOOR GWB I GYP. BD.-GYPSUM WALLBOARD HB -HOSE BIB HVAC -HEATING, VENTILATION $ AIR CONDITIONING INSUL -INSULATION MIN. -MINIMUM O.C. -ON CENTER R -RADIUS REQ'D. -REQUIRED RM.-ROOM SPECS -SPECIFICATIONS STRUCT. DWGS. -STRUCTURAL DRAWINGS SQ. FT. -SQUARE FOOT TYP. -TYPICAL V.I.F. -VERIFY IN FIELD WRB -WEATHER-RESISTANT BARRJER . NOTE, ROOF OVERHANG ALLOWED TO PROJECT A MAXIMUM OF 24" INTO SIDE YARD SETBACK. ROOF OVERHANG SHALL BE REDUCED IN THE BACK B', AS SHOWN TO I '-9" OVERHANG. RENOVATION AND ADDITIONS TO THE RESIDENCE OF TOM AND AMY SLATER 44 DEWEES AVE ATLANTIC BEACH, FL 32233 INDEX OF DRAWINGS ARCHITECTURAL DRAWINGS A-0 D-1 A-I. I A-I .2 A-1.3 A-2 A-3. I A-3.2 COVER SHEET, SITE PLAN < BUILDING CODE SUMMARY DEMOLITION PLANS ¢ NOTES FIRST AND SECOND FLOOR PLANS ROOF PLAN < DETAILS WINDOW AND DOOR DETAILS< SCHEDULES EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS¢ DETAILS SEE INTERIOR DESIGN DRAWINGS AND ELECTRICAL AND POWER PLANS STRUCTURAL DRAWINGS 5-1 GENERAL NOTES 5-2 FOUNDATION PLAN 5-3 WALL LAYOUT FIRST FLOOR S-4 WALL LAYOUT SECOND FLOOR S-5 ROOF TRUSS AND FLOOR LAYOUT S-G ROOF TRUSS < UPPER LEVEL SD. I FOUNDATION DETAILS SD-2 SECTIONS AND DETAILS SD-3 SECTIONS AND DETAILS GENERAL INFORMATION: ADDRESS, 44 DEWEES AVENUE ATLANTIC BEACH, FL 32233 PARCEL ID, I G9550-0000 YEAR BUILT, 2005 2 STORY ZONING, ARG-M SETBACKS SIDES - I 5 FEET TOTAL ( 5 FT. MIN.) REAR -20 FEET FRONT -20 FEET ACRES, MAX. LOT COVERAGE -45% LOT AREA, 5, I 87 S.F. ALLOWABLE LOT COVERAGE, 2,334 5.F. TOTAL LOT COVERAGE AFTER RENOVATION, 2,2G8 S.F. OF LOT COVERAGE MAX BUILDING HEIGHT -35' EXISTING RESIDENCE FOOTPRINT@ FIRST FLOOR -I, 197 S.F. NEW ADDITIONS -4GG 5.F. NEW FOOTPRINT OF FIRST FLOOR WITH ADDITIONS, I ,GG3 5.F. GARAGE, 30G 5.F. CONDITIONED, I 357 5.F. SECOND FLOOR CONDITIONED SPACE, I 592 S.F. HARDSCAPE, TOTAL OF GI 7 S.F. BREAKDOWN, FRONT FORCH, SIDEWALK, DRJVEWAY, STOOP SIDE DOOR, STOOP REAR DOOR, ELEVATED SIDE DECK, ELEVATED REAR DECK, 45 S.F. 45 S.F. 203 S.F. 12 SF. 9 S.F. I 13 S.F. 190 5.F. ---.. ,...- ' , EXISTING IMPERVIOUS CONDITIONS, TOTAL, 2, 192 S.F. EXISTING IMPERVIOUS AREAS HOUSE, I ,224 5.F. DRIVEWAY, 420 5.F. DECKS, 3GG 5.F. COVERED PATIO, 182 5.F. TOTAL LOT COVERAGE AFTER RENOVATION, 2,280 5.F. OF LOT COVERAGE (IMPERVIOUS) SECTION 24-GG(b) OF THE LAND DEVELOPMENT REGULATIONS REQUIRES ON-SITE STORAGE FOR INCREASED RUN-OFF ONLY IF ADDING 250 5.F. MORE OF IMPERVIOUS SURFACE. THIS PROJECT 15 ONLY ADDING 88 5.F. OF IMPERVIOUS SURFACE. u ,. "' • _J _J ~ I ' ~ \,,, u w G I- :r: u ~ <( 1942 HOLLY OAKS u LAKE ROAD E. JACKSONVILLE, 0 FLORIDA 32225 _J 904.660.2194 Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. @ 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. CONSULTANTS STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904--886-240 l Fax: 904-260-4367 HulsbergEngineering.cam w u z w ~ 0 w -~ V) w ~ _J C') V) C') N w >-WN :r: ::::, C') ~ z -' I-~ W LL LL 0 <( ~:r: 0 LL 0 V) (,) w <( z z WW ~ a) 0 <( w (,) 0 I- ~ ~ "<I' z "<I' <( 0 -' )> !<i: 0 I- z w ~ ISSUE no date description 1 6.10.20 PRELIM. PRICING 2 12.15.20 REV. PRE PRICINC 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET /1 '·. 6.10.21 REV. TO PERMIT PROJECT NUMBER 2012 SHEET TITLE SITE PLAN $ BUILDING SUMMARY SHEET NUMBER A-0 PERMIT SET ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS 4'-2" OVERHANG~ -- I 4'-2" EXTERJOR WALL BELOW ,---{'XTERIOR WALL BELOW EXISTING ROOF (+/-4, I 2 SLOPE) EXISTING ROOF ( +/-4• I 2 SLOPE) NEW ARCHI ECTURAL SHINGLES ON ISTING ROOF OVER ENTIRE R OF (NEW AND EXIS ING) ----f'LASH ROOF TO WALL CONNECTION 20" IN EACH DIRECTION EXISTING ROOF (+/-4, 12 SLOPE) 4, 12 -NEW OVERFRAMED SHED ROOF 3, I 2 SLOPE ' FLASH ROOF TO WALL CONNECTION B" IN EACH DIRECTION / NEW ROOF (4, I 2 SLOPE) MATCH EXIST. NEW ROOF (4, I 2 SLOPE) MATCH EXiST. ---{')(TERIOR WALL BELOW AREA OF NEW OOF TO HAVE----- A 9'-1 ¾" P TE HEIGHT <LI (1) D ii2 / >---{')(TERIOR WALL --;--ALIGN FASCIA I '--8" - .-NEW CONVENTIONALLY FRAMED OVERFRAMING @ 3, I 2 PITCH. ALIGN FASCIA WITH EXISTING HEIGHT ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS I' OVERHANG 1 '-B" 4'-2" I ,1-----------0 ,-,--,,----7-----+---------------,-y I I I I I I I 11 I . _-__ .1· ! FLASH ROOF rn---- I l I WALL CONNECTION B" IN I I 9 I ,.. I EACH DIRECTION I I "' NEW BEAM TO ----' SUPPORT TRUSSES AT ROOF OVERHANG REMOVE ROOF TRUSSES BACK TO EDGE OF NEW GABLE WALL ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS ---____ _J REPLACE EXISTING ARCHITECTURAL SHINGLES ON FRO T STAIR ROOF ROOF PLAN 1/4" = 1 '-0" ALUMINUM GUTTER, FIELD LOCATE DOWNSPOUTS NEW BEAM TO SUPPORT TRUSSES AT ROOF OVERHANG 0 ' (1) z 0 ~ :::J "' >L 0 "' ,u z "' 0 u ::, al 5' "' 0 ' ii:) ~REDUCE OVERHANG TO I '-B" TO PREVENT ENCROCHMENT INTO SIDE YARJD SETBACK. MAX. OVERHANG ALLOWED IS 24". 4'-2" OVERHAN ,--NEW ARCHITECTURAL SHINGLES OVER EXISTING ROOF REMOVE BOTTOM CHORD OF TRUSS TO RAISE CEILING TO ALIGN WITH LIVING ROOM, SEE STRUCTURAL DRAWINGS SHEET S-G I NEW ARCHITECTURAL SHINGLES OVER NEW ROOF LIQUID APPLIED WATERf'ROOFING OVER ENTIRE ROOF ~II ROOF SHEATHING ,-·., 5/B" DRYWALL _J .... R-22 SPRAY FOAM INSULATION NEW BEAM, SEE A-SG 12 EXISTING ADDITION REMOVE OVERJHANG NEW 2 X G RAFTERS, SEE STRUCTURAL DRAWINGS ALUMINUM DRJP EDGE WITH CRJMPED -END --I x 2 HARDIE DRIP · --j x B HARJDIE FASCIA ¾" SMOOTH HARJDIE SOFFIT L>·fn~-NEW 2 X G WAUL / I \ ROOF DETAIi @ KITCHEN EXTENSION !" DRYWALL~, TYVEK WRB OVER TREMCO EXOAIR 230 OVER ~II CDX PLYWOOD W/ J" GAP BET. BOARDS ----ARCHITECTURAL SHINGLES LIQUID APPLIED WATER.PROOFING OVER ENTIRE ROOF ----ii" ROOF SHEATHING PRE ENGINEERED ROOF TRUSSES R-30 SPRAY FOAM INSULATION ~II DRTWALL FINISH (LEVEL 5) -CONTRACTOR SHALL FIELD VERIFY EXACT SLOPE OF EXISTING REAR ROOF -MATCH EXISTING -8" TRUSS HEEL HEIGHT ~II CDX PLYWOOD ARCHITECTURAL SHINGLE ROOFING OVER LIQUID WATERPROOFING OVERi" CDX PLYWOOD SHEATHING, SEE STRUCTURAL DRAWINGS --ALUMINUM DRIP EDGE WITH CRJMPED END ----1 x 2 HARDIE DRIP i'aaa--~------------~+11-----1 x B HARDIE FASCIA ~" DRYWAU. WI LEVEL 5 FINISH ON WALLS ALL CASING, TRIM • BASEBOARD TO BE SELECTED BY INTERIOR DESIGNER, SEE THEIR DRAWINGS 4'-2" I x 2 HARDIE TRIM •-FRAME OVERJHANG TO ALIGN TOP OF NEW FASCIA IMTH TOP OF EXISTING FASCIA OF STAIRWELL ROOF ~---J" SMOOTH HARDIE SOFFIT TO MATCH EXISTING. : 2 • ROOF DETAIL@ WINDOW HEAD if\-I-~ 3/4" ~ 1'-0" FINISH WITH STUCCO FINISH TO MATCH EXISTING, ALIGN WITH STAIRWELL EXTERIOR SOFFIT ANDERSON WINDOW TO BE SEUECTED BY OWNER u , "' • _J _J , I -~ "'-u w G f- :r: u Ck: <( 1942 HOLLY OAKS -LAKE ROAD E. u JACKSONVILLE, 0 FLORIDA 32225 _J 904.660.2194 Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGN ITU RE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. © 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. CONSULTANTS STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com w u z w ~ 0 w -~ V) w _J (") ~ V) (") N w >-wN I ::::, (") ~ z -' I-~ w LL. LL 0 <( ~:r: 0 LL 0 (/) u w <( z z WW 3: ca 0 <( wu 0 I- ~ ~ ~ z ~ <( 0 -' > < 0 I- z w ~ ISSUE no date description l 6.10.20 PRELIM. PRICING 2 12.15.20 REV, PRE PRICING 3 l.8,21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET Ii 6.10.21 REV, TO PERMIT PROJECT NUMBER 2012 SHEET TITLE ROOF PLAN .$ DETAILS SHEET NUMBER A-I • 2 PERMIT SET EXIST. STUCCO FINISH TO REMAIN, REPAINT EXISTING WINDOWS EXISTING WINDOWS EXISTING WINDOW EXISTING WINDOW EXISTING WINDOWS NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY ARCHITECTURAL SHINGLE ROOF ON TREMCO WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES NEW TRUSSES OPERABLE LEAF EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING. STAIN WITH ARBORCOAT FINISH. EXISTING SIDING CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT EXISTING ROOF, REPLACE SHINGLES TOP OF SECOND FL. EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" SECOND FLOOR UPPER PLATE EXISTING TOP PLATE RE-USE EXISTING WINDOW 46 1 2" X 46" EXISTING WINDOW RELOCATED INSTALL TEMPERED GLASS EL. +18'-0 3/8" EL. +/-16'-9 5/8" PANEL 3' - 0 " D VENT GAS FIREPLACE THRU SIDE WALL, IF REQUIRED RELOCATED ELEC. METER RELOCATED A/C UNITS NEW WOOD FENCE PANEL TOP OF SECOND FLOOR EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" SECOND FLOOR UPPER PLATE EL. +18'-0 3/8" EXISTING TOP PLATE EL. +/-16'-9 5/8" NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY ARCHITECTURAL SHINGLE ROOF ON TREMCO EXO-AIR 230 WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES EXISTING ROOF REPLACE SHINGLES G E EXISTING WINDOWS EXISTING SIDING TO REMAIN - REPAINT EXISTING ROOF OVER STAIR, REPLACE SHINGLES J NEW P.T. WOOD COLUMN, SEE STRUCTURAL DRAWINGS NEW HARDIE SIDING EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT D J E EGRESS EXISTING WINDOW REINSTALLED EXISTING WINDOW REINSTALLED SL O P E 3 : 1 2 NEW OVERFRAMING TO EXTEND ROOF OVER KITCHEN EXTENSION 1 A-1.2 2 A-1.2 3" M A X 3' - 0 " VENT HOOD 25 ' - 5 7 / 8 " T O T A L H E I G H T O F B U I L D I N G 8'-0" NEW ROOF OVERHANG SHALL BE CUT BACK TO 1'-9" IN THIS AREA TO NOT EXCEED 24" INTO SIDE YARD SETBACK TOP OF SECOND FLOOR EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" PATCH SIDING TO BE CONTINUOUS WITH EXISTING IN AREA WHERE WINDOW WAS REMOVED EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING. STAIN WITH ARBORCOAT FINISH. EXISTING FIXED GLASS EXISTING DOOR & FIXED GLASS 4 12 NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY ARCHITECTURAL SHINGLE ROOF ON TREMCO EXO-AIR 230 WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES EXISTING GABLE END EXISTING WINDOWS EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING, STAIN WITH ARBORCOAT NEW P.T. WOOD COLUMN, SEE STRUCTURAL DRAWINGS EXISTING COLUMNS EXISTING DECKNEW DECK EXISTING ROOF REPLACE SHINGLES NEW SLOPED ROOF 4 12 4 12 3 12SECOND FLOOR UPPER PLATE EL. +18'-0 3/8" EXISTING TOP PLATE EL. +/-16'-9 5/8" 3' - 0 " REPAINT EXISTING SIDING 25 ' - 5 7 / 8 " TOP OF SECOND FLOOR EL. +9'-0" EXISTING FIRST FLOOR FIN. EL. +0'-0" SECOND FLOOR UPPER PLATE EL. +18'-0 3/8" EXISTING TOP PLATE EL. +/-16'-9 5/8" 4 12 EXISTING WINDOW EXISTING SIDING NOTE: SLOPE OF NEW ROOF TRUSSES TO MATCH EXISTING ROOF SLOPE - FIELD VERIFY CABLE RAIL RAILING WITH WOOD CAP. FACE MOUNT TO DECK SKIRT EXISTING P.T. WOOD POST AND DECK FRAMING. REPAIR ANY DAMAGED OR ROTTEN WOOD PRIOR TO INSTALLATION OF NEW P.T. 5 4 DECKING. STAIN WITH ARBORCOAT FINISH. EXISTING ROOF, REPLACE SHINGLES HARDIE LAP SIDING 4" HARDIE CORNER BOARD TRIM 2 1/2" HARDIE WINDOW TRIM 5 4" X 2 1/2" HARDIE DOOR TRIM, TYP. ARCHITECTURAL SHINGLE ROOF ON TREMCO WATERPROOFING OVER 5 8" CDX PLYWOOD SHEATHING ON NEW PRE-FABRICATED ROOF TRUSSES EXTEND 2X P.T. WOOD FASCIA BOARD 4' TO MATCH EXISTING NOTE: ENTIRE EXTERIOR TO BE REPAINTED. COLOR TO BE SELECTED BY OWNERS. CEDAR WOOD FINISH GARAGE DOOR PERMIT SET 1 6.10.20 ISSUE no.date description SHEET TITLE SHEET NUMBER RE N O V A T I O N O F T H E R E S I D E N C E FO R TO M A N D A M Y S L A T E R 44 D E W E E S A V E N U E AT L A N T I C B E A C H , F L 3 2 2 3 3 PROJECT NUMBER 2012 PRELIM. PRICING 2 12.15.20 REV. PRE PRICING 3 1.8.21 PROGRESS SET 4 4.15.21 PROGRESS SET 5 4.20.21 PROGRESS SET 6 4.26.21 PERMIT SET CONSULTANTS 1942 HOLLY OAKS L A K E R O A D E . J A C K S ON V I L LE , F L O R I D A 3 2 2 2 5 9 0 4 . 6 6 0 . 2 1 9 4LO C I A R C H I T E C T S , L L C Jennifer Pietschker jennifer@lociarchitects.com LICENSE# FL 94973 Catherine Duncan catherine@lociarchitects.com LICENSE # FL 94478 C 2021 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF LOCI ARCHITECTS, LLC. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNITURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNITURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STRUCTURAL ENGINEER Hulsberg Engineering, Inc. 11481 Old St. Augustine Rd. Suite #202 Jacksonville, FL 32258 Phone: 904-886-2401 Fax: 904-260-4367 HulsbergEngineering.com 6.10.21 REV. TO PERMIT A-2 EXTERIOR ELEVATIONS EAST (SIDE) ELEVATION SCALE: 1/4" = 1'-0"A-2 1 NORTH (FRONT) ELEVATION SCALE: 1/4" = 1'-0"A-2 2 WEST (SIDE) ELEVATION SCALE: 1/4" = 1'-0"A-2 3 SOUTH (REAR) ELEVATION SCALE: 1/4" = 1'-0"A-2 4 1 1 1 r-"' • \.. ~ I C) ---- --- / -~:----- -~:-~ ~--- --~:---------, ~;_.: ____ -----.: / ,,. ~; .. : ~ - ~;!-~ ---- ~;:.>--· .• ---------.: ---- -• IC" ~:,.-, ~ -- ------// ~-___ !---~ <~-~---__ ~ I - ~ ' --~---~--~ ------ --..--::::::::::: ::::::---..,_ I I I I ----j-----0 - @] □ G ----I ! -~ ,i _; 0 -~ / -~ / ,, ll 11 r -- ,' --' f--/ ' ' ' ~ ,I_ ' 0 0 0 J--, 0 r, "0 A ~ f--~ ~ ~ ' ~ ~ f--I/ / ' ,_ - ' . ., '. -' ~ ' ' ,, ,, ; II I II ,-~ ' ~ I ' ' II I II " ' ~ ~ I ' ' II I I " ' ' II I I " ' ', / ' ~ ~ -,_ ' f--, ~ ~ ~ f--' ~-- ' ' I • I " I -$-~ --------' " c ', . ; I I I -r - ! ~ □ ~ 0 ~ - ~ 0 ~ >---;-\ ~ ~ \ 2 ~ G:: ~ e-- -~ ~ ' " ,_ -- ~ -- -~ -- _IC- -~ ---0 ------------------- -_/ . -. -\\ ~ A // ,-, --·. ~ ' -' ' ,,. ' ~ / _'j -\. I / ' '",,. / -' ' I __,,.,. ___ .-· ··< "•""'- ~/ ~ ""'.':- I -~ - I ~ I ----------- -----.: --:----' ------ -----.: ----~ I -I ------ I ----- --------- ..-_______ ,.-··----.. _ ~~~ _/;;,-' ' ------------------.: :<""'.':-' -~ .,,,.,,,.,,,.,,;·---._ ~~ I ,=:: --;::::;-11 ,____ ------------ -------------" ------ , _____ ~!-------~ 11 -I II I I / I I ! I -, I " f-- ': ' ~--0 ' 0 ~ ~, ~ f-- i ~ ~, ~ f-- ' ! 0 0 ; ! ~ ~, ~ f--r C ..... ' L ' \_,, ~ ~ ~, ~ f-- !_ <( ' I\ ~ ~, ~ f--, + -I ' . "--' ! ; ' / ' I : -,, -! ' I ' ---! ( -----~ I " - ' 0 ~ 0 ,_ I ~ i-~ \ / I ~ " -~ ' ~ . , I -'I-... """ llffi -I I I ' ' ' I ' ---r ~ -- - -+ I I I I I \ ' r--------I '; ' ! ' D -/ ' CJ f--' ~ _j ! - fm ' _,/ I 0 ,--_, -' " ~ -' \ / ' n ' ~ -~ n - ~ -~ - - I ~ ' ---------1,• ~ I / - ---- I 0~ ~ -I I I le ~ I f--- I --~ I " Ir ' ,, © 2 0 2 1 Hu l s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . COVER SHEET NTS C-1 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: JOB NUMBER: CL I E N T : PR O J E C T : FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H THESE DRAWINGS HAVE BEEN DIGITALLY SIGNED IN ACCORDANCE WITH FLORIDA STATUTES MANNING BUILDING SUPPLIES, INC. J210350 05-06-21 JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 21-0056 02-09-21 BTC JJJ CATHY DUNCAN 44 DEWEES AVE. ATLANTIC BEACH THE TRUSS SHOP DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THIS PROJECT. THIS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE SHOP DRAWINGS. CONTRACTOR SHALL DETERMINE AND VERIFY ALL FIELD MEASUREMENTS. TRUSS SHOP DRAWING APPROVAL TRUSS MANUFACTURER : TRUSS PROJECT / JOB ID : DIGITAL SIGNATURE DATE : CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H TYPICAL EDGE STRIP (5) a = 4' TYPICAL INTERIOR ZONE (4) PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING CODE AS BOTH "ADDITION" AND "ALTERATION LEVEL (2)". All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. © 2 0 2 1 Hu l s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . GENERAL NOTES NTS S-1 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: JOB NUMBER: CL I E N T : PR O J E C T : FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H DESIGN SPECIFICATIONS: Project has been designed in accordance with the 7th Edition (2020) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-16 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: D (Enclosed Structure) Building Classification: Residential Building Type:Type V-B Construction Wind-Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood I-joist, or solid sawn lumber framing. The floor covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies: 40 psf Exterior Decks: 40 psf Stairs:40 psf (or 300 lb point load) Garages:50 psf (or 2000 lb point load) All Other Areas: 40 psf Attics: Without Storage: 10 psf With Limited Storage: 20 psf With Storage:30 psf (fixed stair access) Roofs: Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf DEFLECTION CRITERIA: Walls: Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes:L/120 or L/180* * L/180 for exterior walls with interior gypsum board finish. Floors: Live Load:L/480 * Total Load:L/240 * * Increased floor stiffness may be required by floor covering manufacturer Roofs: Live Load:L/240 Total Load:L/180 GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. CONCRETE: 1. 2. 3. 4. 5. 6. 7. The scope of these plans is limited to the structural requirements of this project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. All details and sections shown on the structural drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. All concrete shall have the following minimum compressive strength at 28 days: Slabs on grade, footings, and misc. concrete: f'c=2500psi Structural slabs, walls, beams and columns: f'c=3000psi Designated radon zones only - all concrete: f'c=3000psi Cement shall conform to "Specification for Portland Cement" (ASTM C150) Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural drawings. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 8. 9. 10. 11. 12. 13. 14. MASONRY: General: 1. 2. 3. 4. Concrete Masonry (CMU): 1. 2. 3. 4. 5. 6. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185, or fibermesh reinforcement shall be used with a minimum fiber length of 1 2" to 2 1 4" complying with ASTM C 1116. The dosage amount shall be 0.75 to 3.0 pounds per cubic yard in accordance with manufacturer's recommendations. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 ½" Concrete not exposed to earth or weather All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: #4 bars: Top steel 23" minimum, Bottom steel 17" minimum. #5 bars: Top steel 28" minimum, Bottom steel 22" minimum. #6 bars: Top steel 34" minimum, Bottom steel 26" minimum. Reinforcement in footings shall be bent around corners or corner bars shall be used. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," TMS 402-2016, and Specifications for Masonry Structures," TMS 602-2016. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 3000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. The contractor shall be responsible for the design and installation of all flashing. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load-Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 2000 psi (f'm=2000 psi). All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: #4 bars: 20" minimum #5 bars: 25" minimum #6 bars: 30" minimum Grout all cells containing vertical reinforcement in 5'-4" maximum lifts. Provide cleanouts per TMS 602-2016 in the bottom course of masonry when the wall height exceeds 5'-4". Beam reinforcement shall be continuous across control joints. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. Clay Masonry (Brick): 1. 2. 3. 4. WOOD FRAMING: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 ¾" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then the steel angle shall be attached to the wood framing with 3 8" x 3" lag screws @ 12" o.c. or Simpson 14" x 3" SDS screws @ 12"o.c. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2018 edition. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." All trusses shall be designed by the Truss Manufacturer's registered Engineer. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. Guardrails, handrails, and guard in-fill components (Balusters and Panel Fillers) shall be provided by others. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi Fasten plies of 1 ¾" wide engineered lumber as follows: 2-ply beams with (3) rows of 0.131"x3 ¼" nails @ 12"o.c. 3-ply beams with (3) rows of 0.131"x3 ¼" nails @ 8"o.c. (each side) 4-ply beams with (2) rows of Simpson 6 ¾" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. 2. 3. 4. 5. 6. 7. 8. HARDWARE AND ANCHORS: 1. 2. 3. 4. ROOF COVERING: 1. 2. 3. 4. 5. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W-shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe:ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) All structural steel connections and fabrications shall comply with AISC specifications. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall not be used. Bolts shall be installed to the "snug-tight" condition - u.o.n. All structural steel shall be shop-painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP-6 "Commercial Blast Cleaning". SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. Field touch-up after installation where required to restore final finish. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, MiTek, or Engineer approved equal. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. Anchor adhesives shall be either SET-3G by Simpson Strong-Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. The contractor shall be responsible for the design and installation of the roof covering system. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. The contractor shall be responsible for the design and installation of all metal flashing and valley material. 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. ±11'-41 2" ±5 ' - 2 " 14 ' - 1 1 " 24"x 24"x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" or "U" ON SD-1 ±6 ' - 1 " ±18'-7" EXISTING FOUNDATION 16'-0"1'-6"1'-4" REMOVE THIS PORTION OF EXISTING FOUNDATION 6' - 0 1 2 " 11 ' - 1 1 " 8' - 6 " 7' - 8 " 2'-11 2"2'-71 2"3'-81 2" 14 ' - 1 1 " 10'-5"5'-7" 6' - 2 " CJ CJ INSTALL #5 DOWELS EMBEDDED INTO ADHESIVE (4" MINIMUM) @ 48"O.C. ALONG PERIMETER OF EXISTING FOUNDATION. DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE SLAB (12" MINIMUM). TYPICAL - U.O.N. INSTALL (2) #5 DOWELS EMBEDDED INTO ADHESIVE (4" MINIMUM) AT EXISTING FOOTING. DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE FOOTING (12" MINIMUM). TYPICAL - U.O.N. 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL. D SD-1 B SD-1 B SD - 1 (S I M I L A R ) B SD - 1 B SD-1 G SD-1 Q SD - 1 2'-101 2" 5' - 6 " RECESS SHOWER (SEE ARCHITECTURAL PLAN) ±8 ' - 9 1 2 " ±3 ' - 0 1 2 " NOTE: CONTINUOUS FOOTING ACROSS GARAGE DOOR OPENING SEE DETAIL "D" ON S-3 FOR FOUNDATION REQUIREMENTS AT THIS CORNER K SD - 1 ±10'-0" ±5 ' - 3 " 16 " NOTE: NEW SLAB POUR CONTINUES OVER EXISTING SLAB IN THIS AREA AS REQUIRED TO MATCH EXISTING INTERIOR FLOOR HEIGHT. FLUSH © 2 0 2 1 H ul s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . FOUNDATION PLAN © 2 0 2 1 H ul s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . FOUNDATION PLAN 1 05-06-21 (BTC) 1 4" = 1'-0" (U.O.N.) S-2 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: JOB NUMBER: 21-0056 02-09-21 CL I E N T : CA T H Y D U N C A N PR O J E C T : 44 D E W E E S A V E . A T L A N T I C B E A C H FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 1 REVISED PER NEW ARCHITECTURAL PLANS V I I 1 : I / I / ' \ / . l \ \ \ 1 1 1 1 1 I I J I I / , , , , , , , , , , . . . . . . . . . . , , , , . . . . . · · · · · · · · · , , , . _ , : , " . . • · · · · · · • . . , . . , , $ . . · · · · . . - ; . s . . . · . . ; I . . . • • - · . , , . ; , , . . \ , , _ . " . . - ~ i - - . . . . . \ . . . . . . . . . . ! \ , , · • . . . • . • . . . · · • · · • · · · · · • , , , $ ' , , . . . . . , , . . . . . , , , , , , , , , , 1 1 1 1 1 1 I I t i ■ 1 \ 1 \ \ I I I I I I 1 1 : , J 7 \ 7 t t > 1 7 , , - - - - 1 - - - - ~ - 1 7 l 7 t > - - - - - - - - , l I - - · 1 7 1 7 1 t > I I l 7 1 7 1 7 t > . l 7 1 7 1 7 . - r - - , , ' , , ' \ ' , I - - - - 7 - 7 I I I _ _ _ t > ' \ ( i ! I ' v \ . \ ■ , . 1 1 7 . - I > · \ 7 V V \ 7 t > t > · I > \ 7 l 7 / > 1 7 . \ 7 l > \ 7 l 7 . 1 > t > l 7 { > I > . 7 1 \ 7 I > \ 7 \ 7 I > V 1 7 , . _ . , I t > \ 7 1 7 I > 1 7 1 7 I > 1 7 l 7 l 7 I > I > l 7 I K r ~ i t > I > \ 7 · . . t > I > 1 7 I I 1 7 l 7 I L 7 I l : , { 1 / / 4 / / ( i i t > \ 7 . I > 1 7 I l 7 1 1 7 ! > I > I . I > l 7 I I I I I I I I I I - + l 7 . 1 7 t > . l 7 1 7 t > 1 7 l 7 I > 1 7 . . 1 7 I > l 7 I > 1 7 \ 7 t > I > \ 7 I > l 7 1 7 I > 1 7 I > l 7 1 7 L _ _ 7 ~ • h : ~ . t > \ 7 , t > I > I I I 1 7 l 7 I I I > v - , . f ' I t > I I I > . l 7 \ 7 I 1 7 l 7 I I I t > . V I > I > 1 7 l l 7 l 7 \ 7 { > l 7 \ 7 I > { > . \ 7 t > \ 7 I > { > I . 1 7 1 7 L _ _ _ _ _ _ . J _ , - 7 I L l _ J 1 7 I > · 1 7 · ! > \ 7 \ 7 t > l 7 \ 7 I > \ 7 . I > 1 7 I > 1 7 . i J i 7 1 7 l 7 I > 1 7 { > 1 7 { > I > 1 7 . I > l 7 1 7 . I > 1 7 I > l 7 { > 1 7 l 7 \ 7 t > 1 7 l 7 I > \ 7 1 7 . \ 7 t > 1 7 I > l 7 \ 7 I > 1 7 { > 1 7 1 7 I > I > \ 7 l 7 l 7 I > \ 7 I > \ 7 { > \ 7 I > l 7 l 7 \ / , 1 7 i > 1 7 l 7 I > I > V \ 7 I > . ! 7 1 7 V I > t > 1 7 I > V l 7 I > V t > . . \ 7 I > l 7 . \ 7 1 7 p . . \ 7 . ~ I > \ 7 1 7 { > \ 7 l 7 { > 1 7 { > . l 7 I > g . £ \ 7 I > [ 7 I > \ 7 I > l 7 \ 7 { > \ 7 r J 7 1 7 1 7 { > I I NOTES: 1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 1 8" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2x4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 1 8" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. 2 J 2 K (2 ) 2 x 8 H E A D E R 2 J 2 K (3 ) 2 x 8 H E A D E R 2 J 2 K (3 ) 2 x 8 H E A D E R W10 x 26 STEEL FRAME (SEED DETAIL "A" ON S-3) NEW (2) 1 3 4" x 9 1 4" LVL RAISED BEAM MIN. (2) 2x10 RAISED BEAM AT STAIRS NEW (4) 1 3 4" x 11 1 4" LVL RAISED BEAM OR NEW (3) 1 3 4" x 14" LVL RAISED BEAM 2 J 2 K (3) 2x8 HEADER SW-3 SW-3 (4) 2x6 BUILT-UP POST (MIN.) (4) 2x6 BUILT-UP POST (MIN.) (4) 2x4 BUILT-UP POST (MIN.) WITH (2) HTS24 AT BEAM 6x6 OR (4) 2x6 POST ON ABU66 POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6-Z CLIP OR (1) MSTA24-Z. SEE DETAIL "U" ON SHEET SD-3 (SIM.) REMOVE AND REPLACE DAMAGED FRAMING WITH LIKE MATERIALS AND LAYOUTS EXISTING POSTS TO REMAIN EXISTING SUPPORT POST TO REMAIN EXISTING BEAM DO U B L E J O I S T (i . e . R A I S E D ( 2 ) 2 x 1 0 FL O O R B E A M ) NOTE: NEW EXTERIOR POST SHALL BE TREATED 4x4 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6-Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD-3 TREATED 4x12 SYP No. 2 BEAM EXISTING POSTS TO REMAIN NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) WOOD FRAMED HEADER LEGEND: SIZE OF JACKS OF HEADER QUANTITY OF KING STUDS QUANTITY __J __K (2) 2x__ HEADER SHEARWALL LEGEND: = EXISTING BERING WALL TO REMAIN = NON-BEARING WALL = NEW BEARING WALL = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 1 2") NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 1 2") NAILS @ 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL SBS SW-3 SW-6 NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" U.O.N. THREADED ROD LEGEND: 3 8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) 3 8" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN (AS NOTED) INSTALLED AT SILL= = = NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING DURING DEMOLITION AND CONSTRUCTION PROCEDURES. EXISTING DECK BEAM NEW DECK BEAM SW-3 SW-3 SW-3 SW - 3 SW - 3 SW - 3 SW - 3 ATTACH NEW LEAD STUD TO EXISTING CORNER WITH 1 4" x 3" SDS SCREWS @ 16" O.C. HTT5 HOLDOWN EXISTING COLUMN TO REMAIN EXISTING COLUMN TO REMAIN EXISTING COLUMN TO REMAIN HTT5 HOLDOWN 8" INSTALL SOLID BLOCKING BETWEEN FLOORS AT NEW 2nd HTT5 HOLDOWN HTT5 HOLDOWN AT POST HTT5 HOLDOWN HTT5 HOLDOWN ANCHOR BOLTS @ 24"O.C. HTT5 HOLDOWN HTT5 HOLDOWN ATTACH NEW LEAD STUD TO EXISTING WALL WITH 1 4" x 3" SDS SCREWS @ 16" O.C. (TYPICAL ALL NEW TO EXISTING WALLS)ATTACH NEW LEAD STUD TO EXISTING WALL WITH 1 4" x 3" SDS SCREWS @ 16" O.C. (TYPICAL ALL NEW TO EXISTING WALLS) HTT5 HOLDOWN (2) LSTA18 AT HEADER TO JACKS SOLID BUILT-UP CORNER WITH HTT5 HOLDOWN ON EACH SIDE F S-3 F S-3 SECTION - NEW BEAM TO EXISTING BEAM CUT BACK AND REMOVE CANTILEVERED PORTION OF EXISTING BEAM TO HAVE MIN. 2" BEARING FOR NEW BEAM EXISTING BEAM NEW BEAM 12" Ø LAG SCREW WITH MIN. 5" PENETRATION EXISTING TUBE STEEL COLUMN EXISTING 3" x 8" x 1 2" STEEL PLATE E S-3 DETAIL - HEADER TO CMU E S-3 8" 8" HTT5 HOLDOWN HTT5 HOLDOWN 8" 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD-1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF -26.8 psf / + 24.0 psf 1. INSTALL ( 1 ) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. GARAGE DOOR NOTES SPECIAL ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS OR 1 4" x 3 1 4" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. D S-3 SECTION - MONOLITHIC AT GARAGE B S-3 DETAIL - TYPICAL FRAME INTERSECTIONS C S-3 DETAIL - STEEL FRAME BASE PLATE A S-3 DETAIL - STEEL FRAME "A" (MOMENT FRAME) LSTA18 AT HEADER TO JACK LSTA18 AT HEADER TO JACK LSTA18 AT HEADER TO JACK A S- 5 MIN. (3) 2x6 BUILT-UP POST ALIGNED WITH POST ABOVE WITH HTT5 HOLDOWN AT SILL CONFIRM LINTEL / CONCRETE TIE BEAM PRESENT OVER OPENING CONT. (3) SPANS (2) JACKS MIN. TRIPLE JOIST (i.e. RAISED (3) 2x10 FLOOR BEAM) HTT5 HOLDOWN 1 3 4 " x 9 1 4 " L V L RA I S E D J O I S T TR E A T E D 2 x 1 0 RA I S E D J O I S T (2) 1 2" Ø THRU-BOLTS WITH NUT AND WASHER AT EACH TUBE STEEL COLUMN AT JOISTS MIN. 1 2" BEARING LENGTH W1 0 x 2 6 S T E E L C O L U M N W1 0 x 2 6 S T E E L C O L U M N W10x26 STEEL BEAM 16'-3"± ADJACENT DOUBLE TOP PLATE MA T C H D I S T A N C E TO U N D E R S I D E O F D O U B L E P L A T E 12" BOLTS @ 12"O.C. ALONG PLATE (BOLTS MAY BE RECESSED TO 12") STEEL MOMENT FRAME NOTES: 1) ALL MOMENT FRAME CONNECTIONS SHALL BE MADE USING A325 HARDWARE AND INCLUDE BOTH BOLTED AND WELDED COMPONENTS 2) STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED TO CONTRACTOR AND ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION. 3) COORDINATE / VERIFY FRAME DIMENSIONS PER FINAL WINDOW / DOOR OPENINGS AND FLOOR ELEVATIONS. 4) ATTACH 2x BUCKS TO FRAME MEMBERS WITH SIMPSON TB1460S SCREWS @ 12" O.C. 11" x 5 3 4" x 5 8" BASE PLATE w/ (4) 5 8" ANCHORS w/ MIN. 12" EMBED. (SET-3G EPOXY) B S-3 C S-3 RIGHT END OF GARAGELEFT END OF GARAGE SEE DETAIL "D" ON S-3 FOR FOOTING REQUIREMENTS AT FRONT RIGHT CORNER MIN. 12" EMBEDMENT BELOW BOTTOM OF CURB 3 8" WEB STIFFENER EACH SIDE 3 8" END PLATE WIDE FLANGE BEAM AS NOTED WI D E F L A N G E CO L U M N A S NO T E D 2"2" 2" x 2" x 1 4" STEEL ANGLE WITH (2) 5 8" A325 BOLTS EACH LEG (EACH SIDE) EQ U A L EQ U A L 1"1" VARIES ELEVATION - CORNER CONNECTION END VIEW - CORNER CONNECTION TYP (4) A307 ANCHOR BOLTS (AS NOTED) WITH NUTS AND WASHERS. SET RODS INTO SET-3G EPOXY. WIDE FLANGE STEEL COLUMN (AS NOTED) BASE PLATE (AS NOTED)2" (T Y P . ) 2" (TYP.) 4" (T Y P . ) TREATED 2x6 STUD 1 4" x 3 1 4" TAPCONS @ 24" O.C. MASONRY WALL (2) 2x6 HEADER CONT. OVER (2) SPANS 30# FELT BETWEEN BEAM & MASONRY LSTA18-Z STRAP CONCRETE SLAB 1'-4" GRADE 1' - 4 " 4" TWO STORY - (3) #5 CONT. ONE STORY - (3) #5 CONT. 1'-9" HEIGHT OF CURB VARIES (8"MAX.) 4 5 ° 6" MIN. 8" M I N . , 2 4 " M A X . 12" MIN. BOLT EMBEDMENT BELOW LEDGE FOOTING CURB "BRICK" LEDGE 1' - 4 " PLAN VIEW LEDGE © 2 0 2 1 H ul s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . 1 4" = 1'-0" (U.O.N.) S-3 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: WALL LAYOUT - FIRST FLOOR WALL LAYOUT FIRST FLOOR FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H JOB NUMBER: CL I E N T : PR O J E C T : 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 1 05-06-21 (BTC) 1 REVISED PER NEW ARCHITECTURAL PLANS I I 0 □ CJ I I 0 ::::::::::::::::0::::::::::::::::::::::::::::::::: ==== ~ I . . . .. = ···~ ................. 1/, /, V, /, ;:-; : 7./Z//.I/.I/.I/.I/.;/'/.;/' V. 1/.I/.I /.I l.l l.l l.l l.<' l.l,. I I E~J □ I I I ~ii::::::::: A, 1111 1111 II II I I I I I 0 • • 0 1- I I I I ·" l • .. -. . .. · .... • • • II --t-tr~ I • • I I I I i__J 0 I I @ ____ _J 0 • I 0 / Cl "/ X/./.'/./. /. ktt2222i --- --- C) I I ,,,,, ,,, ,,,, . ,, ... ········· ········.... '\ ... ••. .,. / \ \ . . * 1 * )"I< . . . . . . . . . . . . . . ·•... ..-·· '• •' '••···· ..... . I NOTES: 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 1 8" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2x4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 18" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. (2) 2x12 HEADER CONTINUOUS TO CORNER (2 ) 1 3 4 " x 1 1 7 8 " L V L R A I S E D B E A M (2) 2x8 BEAM EX I S T I N G G L U L A M B E A M A N D CO L U M N S T O R E M A I N EX I S T I N G G L U L A M B E A M A N D CO L U M N S T O R E M A I N (3) 2x10 CANTILEVER BEAM TO SUPPORT NEW ROOF SEE DETAIL "C" ON S-4 (3) 2x10 CANTILEVER BEAM TO SUPPORT NEW ROOF SEE DETAIL "C" ON S-4 (SIMILAR) SW-3 (3) 2x4 BUILT-UP POST (MIN.) WITH (2) HTS24 OR (2) MSTA24 AT BEAM ATTACH BASE OF POST WITH (2) CS16 TO BEAM BELOW (2) 2x6 BUILT-UP POST (MIN.) WITH LSTA18 OR HTS24 AT BEAM A S-4 DETAIL - NARROW WALL METHOD B S-4 APA WALL - PLAN VIEW AT INSIDE CORNER CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALL (SEE DETAIL "A" ON S-4) CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALL (SEE DETAIL "A" ON S-4) B S-4 B S-4 B S-4 B S-4 (2) 2x12 HEADER CONTINUOUS TO CORNERS (2) JACKS (MIN.) (2) JACKS (MIN.) (2) JACK STUDS & (2) KING STUDS LSTA18 AT HEADER TO JACK WITH (2) CS16 BETWEEN FLOORS OR (1) 1 2" THREADED ROD THROUGH TOP FLANGE OF STEEL BEAM BELOW C S- 4 (2) LSTA18 AT CANTILEVER BEAM TO CORNER WITH (2) CS16 BETWEEN FLOOR ALIGNED WITH HOLDOWN BELOW (3 ) 2 x 8 H E A D E R (2) JACK STUDS & (2) KING STUDS (1) JACK STUDS & (2) KING STUDS THREADED ROD THROUGH END OF CANTILEVERED BEAM ANCHORED INTO EXISTING CMU BOND BEAM BELOW THREADED ROD THROUGH END OF CANTILEVERED BEAM 1 J 2 K (2 ) 2 x 6 H E A D E R (2) JACK STUDS AT EACH EDGE OF OPENING MI N . 6 ' - 0 " B A C K S P A N F O R CA N T I L E V E R E D B E A M A S-6 SW-3 SSP AT DOUBLE PLATE WITH CS16 BETWEEN FLOORS TO HEADER BELOW(3) 2x6 BUILT-UP POST (MIN.) WITH (2) HTS24 OR (2) MSTA24 AT BEAM ATTACH BASE OF POST WITH (2) CS16 BETWEEN FLOORS ALIGNED WITH HOLDOWN BELOW SW-3 HTT5 HOLDOWN INTO EXISTING CMU BOND BEAM BELOW HTT5 HOLDOWN ATTACHED TO 2-STUD POST AT END OF DOOR OPENING. ANCHOR TO EXISTING CMU BOND BEAM BELOW SSP AT DOUBLE PLATE WITH (2) CS16 BETWEEN FLOORS ALIGNED WITH HOLDOWN BELOW SSP AT DOUBLE PLATE WITH CS16 BETWEEN FLOORS ALIGNED WITH HOLDOWN BELOW C S-4 DETAIL - CANTILEVERED BEAM NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) WOOD FRAMED HEADER LEGEND: SIZE OF JACKS OF HEADER QUANTITY OF KING STUDS QUANTITY __J __K (2) 2x__ HEADER SHEARWALL LEGEND: = EXISTING BERING WALL TO REMAIN = NON-BEARING WALL = NEW BEARING WALL = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 1 2") NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 1 2") NAILS @ 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL SBS SW-3 SW-6 NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" U.O.N. THREADED ROD LEGEND: 3 8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) 3 8" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN (AS NOTED) INSTALLED AT SILL= = = SSP AT DOUBLE PLATE WITH CS16 BETWEEN FLOORS TO HEADER BELOW (2) LSTA18 AT CANTILEVER BEAM TO CORNER WITH (2) CS16 BETWEEN FLOOR ALIGNED WITH HOLDOWN BELOW (2) 2x12 HEADER CONT. TO CORNER IN - F I L L U N D E R E X I S T I N G B E A M AN D I N S T A L L D O U B L E S T U D S O N EA C H S I D E O F W I N D O W GU A R D R A I L B Y B U I L D E R SSP AT DOUBLE PLATE WITH CS16 BETWEEN FLOORS ALIGNED WITH HOLDOWN BELOW D S-4 NEW STUDS THROUGH EXISTING DOUBLE PLATE D S-4 PLAN VIEW - NEW STUDS THROUGH EXISTING DOUBLE PLATE BE A M T O B E A R O N N E W R A I S E D B E A M OV E R E X I S T I N G C M U W A L L O P E N I N G SE E D E T A I L " D " O N S - 4 1 J 1 K (2 ) 2 x 6 H E A D E R NEW BEARING WALL FOR RAISED KITCHEN CEILING JOISTS DOUBLE PLATE FASTEN PLATE TO HEADER w/ (2) ROWS OF 0.131" x 3 1 4" @ 3" O.C. MINIMUM (2) STUDS (2) MSTA30 STRAPS MINIMUM (2) STUDS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION REMAINING SHEATHING NOT SHOWN FOR CLARITY FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2 1 2" NAILS AT ALL LOCATIONS (U.O.N.) 10 ' - 0 " M A X I M U M H E A D E R H E I G H T TYPICAL BLOCKING AT PANEL EDGES WITH 0.131" x 3" NAILS @ 3" O.C. IN EACH PANEL EDGE (3) 1 4" x 6" SDS SCREWS INTO RIM BOARD / BLOCKING (2) CS16 STRAPS BETWEEN FLOORS TO POST / HEADER BELOW. (2) STRAPS AT EACH END OF NARROW WALL ALT: 1 2" THREADED ROD FROM SOLE PLATE TO FOUNDATION / STEEL BEAM BELOW 2x6 CORNER (WALL BEYOND) CONTINUOUS HEADER ACROSS RETURN WALL NOTE: BEAM DOES NOT PENETRATE INTERSECTING WALL INTERSECTING WALL / CANTILEVERED ROOF BEAM 6" 6' BEAM WITHIN WALL 3'-0" CANTILEVER TYPICAL CORNER LAP IN DOUBLE PLATE (3) 2x10 BEAM (2) JACK STUDS AT END OF CANTILEVER BEAM (2) FULL HEIGHT STUDS / KINGS (1) JACK STUD AT DOOR HEADER WINDOW (SEE LEFT ELEVATION) (2) LSTA18 AT BEAM TO POST (3) 2x6 BUILT-UP POST AT CORNER DOUBLE STUD AT EACH SIDE OF WINDOW OPENING (3) 2x8 FRENCH DOOR HEADER FRENCH DOOR OPENING EXISTING PLATE NEW STUDS @ 16" O.C. VERTICAL MEMBERS REQUIRING NOTCH IN PLATE NEW RAISED PLATE HEIGHT EX I S T I N G P L A T E HE I G H T NE W P L A T E HE I G H T NOTCH EXISTING PLATE FOR NEW STUDS @ 16" O.C. EXISTING PLATE NAIL SISTERED STUDS w/ 0.131" x 31 4" AT 6" O.C. © 2 0 2 1 H ul s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . 1 4" = 1'-0" (U.O.N.) S-4 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: WALL LAYOUT - SECOND FLOOR WALL LAYOUT SECOND FLOOR FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H JOB NUMBER: CL I E N T : PR O J E C T : 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 1 05-06-21 (BTC) 1 REVISED PER NEW ARCHITECTURAL PLANS 1111 1111 1111 ,, 1111 I 1111 1111 1111 Li.\-.J 1111 Ill /i111 II II II II ,----■,ii ... Z. 11-11■-.-..J I I ~ I I I I V I I II Ill Ill Ill Ill Ill Ill Ill Ill , Ill Ill Ill '111 Ill I I I I 0 I I I ~ ,, I \ \. 0 0 0 \ , ' . \ \_ , ' .. i I ' ~ I"'- 11- I I I I I I I I I I I I I I I I II I I V~==-==-==-:r-±::-==-::=-=:--= I I • I 0 / Cl '/.it/./. Z/. Z 1,,,,,,21 --- I --- I 0 I TRUSS CONNECTORS TRUSS ID INTERMEDIATE ALL TRUSSES LEFT RIGHT NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 5) RAISED HEEL TRUSSES (DEFINED AS HEEL HEIGHT GREATER THAN 6") REQUIRE SPECIAL CONNECTION DETAILS. PER DETAIL "AA" ON SD-3 EXISTING FLOOR JOISTS DOUBLE 2x10 JOIST (i.e. RAISED BEAM) AT STAIRS LUS28 HANGER (TYPICAL)2x10 FLOOR JOISTS @ 16" O.C.2x10 FLOOR JOISTS @ 16" O.C. 2x10 FLOOR JOISTS @ 16" O.C. 2x10 FLOOR JOISTS @ 16" O.C. TREATED 2x8 FLOOR JOISTS @ 16" O.C. TREATED 2x8 LEDGER ATTACHED TO EXISTING FLOOR SYSTEM WITH 0.22" x 3" SDWS SCREWS @ 16" O.C. LUS28-Z HANGER (TYPICAL) TREATED 2x8 RIM 2x10 RIMBOARD / BLOCKING BLOCK BETWEEN JOISTS OVER SHEARWALL PER DETAIL "A" ON S-5 EXISTING DECK BEAM NEW DECK BEAM A S-5 DETAIL - BLOCKING AT JOISTS DO U B L E J O I S T (i . e . R A I S E D ( 2 ) 2 x 1 0 FL O O R B E A M ) 2x10 BLOCKING @ 24" O.C. UNDER BEARING WALL ABOVE. TOENAIL AT EACH END WITH (3) 0.131" x 3" NAILS 1 3 4 " x 9 1 4 " L V L R A I S E D J O I S T LUS28 HANGER (TYPICAL) TR E A T E D 2 x 1 0 R A I S E D J O I S T 2x 1 0 F L O O R J O I S T S @ 1 6 " O . C . (2) 1 2" Ø THRU-BOLTS WITH NUT AND WASHER AT EACH TUBE STEEL COLUMN AT JOISTS 15 32" ROOF SHEATHING ROOF SHEATHING SHALL BE 15 32" RATED PLYWOOD SHEATHING, EXPOSURE 1, FASTENED WITH 0.113" x 2 3 8" RING SHANK NAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS (ENGINEERED DESIGN). ROOFING MAY REQUIRE ALTERNATE THICKNESS (REFER TO MANUFACTURER'S PRODUCT APPROVAL). TR E A T E D 2 x 6 F L O O R JO I S T S @ 1 6 " O . C . IN B A L C O N Y DOUBLE PLATE OF SHEARWALL SAWN JOIST INSTALL 2x10 BLOCKING BETWEEN JOIST. TOENAIL AT THESE EDGES WITH 0.131"x 3 1 4" NAILS @ 4"O.C. (TYPICAL) SUB-FLOORING © 2 0 2 1 H ul s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . 1 4" = 1'-0" (U.O.N.) S-5 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: FLOOR LAYOUT FLOOR LAYOUT FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H JOB NUMBER: CL I E N T : PR O J E C T : 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 1 05-06-21 (BTC) 1 REVISED PER NEW ARCHITECTURAL PLANS □ □ ::::::::::::::::□::::::::::::::::::::::::::::::::: F==== ~ == : =::g]~=== == = == == -- I - ····•. /. : . /. y)'/!'l')'I'),~ .. , __ _._.::- .. -=== ::::::: =:::= .. . . . . . . . . . . . . . . ' . . "-"~~~-~ .... -~ ...... ~~ .. . .. . .. . . . ........ . . ~ <"h'?.-1':: z .. ......... . 1//// 1//] --= == "" -- I I I V, I I U U I I U 0 -- ( . . . . / // / // // / ) . . . ~ ~ I TRUSS CONNECTORS TRUSS ID INTERMEDIATE ALL TRUSSES AND RAFTERS LEFT RIGHT NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 5) RAISED HEEL TRUSSES (DEFINED AS HEEL HEIGHT GREATER THAN 6") REQUIRE SPECIAL CONNECTION DETAILS. PER DETAIL "AA" ON SD-3 2x 6 R A F T E R S @ 2 4 " O . C . OV E R F R A M E D O N T O E X I S T I N G R O O F EXISTING GLULAM BEAM TO REMAIN EXISTING GLULAM BEAM TO REMAIN EX I S T I N G R O O F (3) 2x10 CANTILEVER BEAM TO SUPPORT NEW ROOF SEE DETAIL A ON S-4 (SIMILAR) (3) 2x10 CANTILEVER BEAM TO SUPPORT NEW ROOF SEE DETAIL A ON S-4 (SIMILAR) A S-6 LADDER FRAME BETWEEN END TRUSS BOTTOM CHORD AND TRUSS LOCATED OVER FRONT WALL WITH 2x4 BLOCKS @ 24" O.C. WITH (2) 0.131" x 3" NAILS EACH END (SEE DETAIL "B" ON S-6) NOTE: LOCATE GABLE TRUSS OVER FRONT WALL. TOENAIL TO DOUBLE PLATE @ 8" O.C. WITH 0.131" x 3" NAILS 2'-6"4'-0"4'-0"4'-0" GABLE BRACE LOCATIONS SEE DETAIL "N" ON SD-2 4'-6" B S-6 DETAIL - GABLE BRACING 15 32" ROOF SHEATHING ROOF SHEATHING SHALL BE 15 32" RATED PLYWOOD SHEATHING, EXPOSURE 1, FASTENED WITH 0.113" x 2 3 8" RING SHANK NAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS (ENGINEERED DESIGN). ROOFING MAY REQUIRE ALTERNATE THICKNESS (REFER TO MANUFACTURER'S PRODUCT APPROVAL). A S-6 DETAIL - KITCHEN CEILING A01 A02 A03 A05 A0 4 ( 1 0 ) FRONT MOST GABLE END TRUSS 2x4 BLOCKS @ 24" O.C. WITH (2) 0.131" x 3" NAILS INTO EACH BOTTOM CHORD FRAMED DOWN SOFFIT TO MATCH EXISTING GABLE TRUSS LOCATED OVER FRONT WALL DIAGONAL GABLE BRACE PER DETAIL "N" ON SD-2 0.131" x 3" TOENAILS @ 8" O.C. 4 12 3 12 EXISTING ADDITION NEW (2) 1 3 4" x 11 7 8" LVL BEAM TO REPLACE WALL H2.5A OR SDCW 15600 EXISTING WALL TO BE REMOVED NEW WALL 1'-0" MAX NEW RAISED 2x8 CEILING JOISTS AT EACH RAFTER EXISTING 2x8 RAFTERS @ 16" O.C. (3) 1 4" x 3" SDS SCREWS AT NEW CEILING JOIST TO RAFTER (TYPICAL) NEW OVERFRAMED ROOF WITH 2x6 RAFTERS @ 24" O.C. REMOVE EXISTING CEILING 2x8 No.2 SYP NAILED TO TRUSS CHORD WITH (5) 0.131" x 3" NAILS (4) 0.131" x 3" TOENAILS (TYPICAL) SIMPSON H3 CLIP NEW 9' BEARING WALL FOR CEILING FLATWISE 2x4 LATERAL BRACE RAT RUN WITH (2) 0.131" x 3" NAILS AT EACH JOIST - ATTACH TO (4) JOISTS MIN. LAP 2x4 ONTO EACH WALL STUD WITH (4) 0.131" x 3" NAILS. EXTEND MIN. 24" INTO EXISTING CEILING AND ATTACH TO FLATWISE RAT RUN WITH 0.131" x 3" NAILS @ 6" O.C. CUT AND REMOVE EXISTING OVERHANG © 2 0 2 1 H ul s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . 1 4" = 1'-0" (U.O.N.) S-6 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: ROOF TRUSS LAYOUT- UPPER LEVEL FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H ROOF TRUSS UPPER LEVEL JOB NUMBER: CL I E N T : PR O J E C T : 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 1 05-06-21 (BTC) 1 REVISED PER NEW ARCHITECTURAL PLANS I I I / II II II II II II II "' IIJ I I I I I I I I l I I I rrr II II II v, .,, '.'I; 1/: z 1/; 'z ' µ .. •· ' .J ' 'Z, : : : : : : : : : : : : : : X:. ·. 1//////////2'1e .................... " lli JJJ. ~ I I I I I I I ··•. .... \.. Ill J Ill Ill Ill Ill Ill Ill "' Ill Ill Ill Ill Ill "' "' Ill Ill Ill Ill r, r, r, ;; ~ l ~ ;; II J. /////////, ~ v,: ~ ' . . ~ llll===================t================~z~::7✓,;~7;,:~-1/.~,,~==~ 'iiii ~ 1111 111 I==='"== II I===~~=~ ';:~-=~-:-=i'¥-=-=~-;e-=~ .... ~~-=-=~t•==• ·~· •• Sc= •• •==• •• ~. tt• •==•·~· •• Sc= •• •==• •• 1~~1~-=-=-=-=-=1=-=-=-=-=-=1~-=-=-=-=-=~~====JL==== 1111 II II ~ ~ 1111 "" 1111 1111 "" / " 1111 1111 _/ "-- II I ' ' ' ' ' ' ' 1_,,- ' ' I/ ', ' / ,_Bl!K ==-===~ V I NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. A SECTION - STEMWALL WITH BRICK B SECTION - STEMWALL SD-1 C SECTION - STEMWALL AT GARAGE WITH BRICK SD-1 D SECTION - STEMWALL AT GARAGE SD-1 K SECTION - THICKENED EDGE SD-1 SECTION - NON-BEARING STEPDOWN M SECTION - PORCH STEMWALL WITH BRICK SD-1 P SECTION - INTERIOR BEARING PAD FOOTING SD-1 Q SD-1 T SD-1 SD-1 SECTION - MONOLITHIC WITH BRICK SECTION - MONOLITHIC SECTION - MONOLITHIC AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE E SECTION - PAD FOOTING AT PORCH STEMWALL F DETAIL - PA51 INSTALLATION (STEMWALL) SD-1 SD-1 SECTION - PAD FOOTING AT PORCH THICKENED EDGE DETAIL - STHD14 INSTALLATION (MONOLITHIC) G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SD-1 SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER J SECTION - BEARING STEPDOWN SD-1 H SECTION - INTERIOR BEARING SD-1 L SECTION - PORCH STEMWALL SD-1NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. DETAIL - ALTERNATE FOR PA51 STRAP OR STHD14 STRAP R SD-1 * * ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD-1) * * CONCRETE SLAB CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 10 " 1' - 0 " 6" 1'-8" GRADE SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 10 " 1' - 0 " 6" 1'-8" GRADE SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING. 10 " 1' - 0 " 6" 1'-8" GRADE FILL JOINT WITH ELASTOMERIC JOINT FILLER CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB (1) #5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING. 10 " 1' - 0 " 6" 1'-8" GRADE FILL JOINT WITH ELASTOMERIC JOINT FILLER SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" GRADE (1 6 ) 1 6 d C O M N A I L S IN T H I S A R E A O F S T R A P PA51 STRAP NAILED TO GARAGE DOOR POST. BEND STRAP INTO FOOTING AS SHOWN. #4 WITH 6" HOOK INTO FOOTING AND BENT 12" MINIMUM INTO THICKENED EDGE. 6" MIN. CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 10 " 1' - 0 " 6" 1'-8" GRADE HEIGHT OF CURB VARIES 8" CMU STEMWALL SHOWER AREA FORM EDGE PLAN VIEW SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" 6" MIN. 1' - 0 " 1'-4" CONCRETE SLAB SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" 45 ° 4 5 ° VA R I E S 1'-4" CONCRETE SLAB SILL PLATE 1' - 0 " CURB HEIGHT VARIES TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" 45 ° 4 5 ° 1' - 0 " 1'-0" CONCRETE SLAB (1) #5 CONT. GRADE 4 5 ° CONCRETE SLAB (1) #5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. (2) #5 CONT. 10 " 1' - 0 " 6" 1'-8" GRADE 3" MAXIMUM OVERHANG (OPTIONAL) CONCRETE SLAB (1) #5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. (2) #5 CONT. 10 " 1' - 0 " 6" 1'-8" GRADE (AS NOTED) AS NO T E D CONCRETE SLAB REINFORCEMENT (AS NOTED) 45 ° 4 5 ° BEARING POST (AS NOTED) CONCRETE SLAB (1) #4 CONT. CURB HEIGHT VARIES 8" 45 ° (1 3 ) 1 0 d C O M N A I L S IN T H I S A R E A O F S T R A P S (2) MSTAM36-Z STRAPS NAIL EACH STRAP TO CRIPPLE STUD WITH (13) 10d COM NAILS FASTEN STRAP TO FOUNDATION WALL WITH (8) 1 4" x 2 1 4" CONCRETE SCREWS INTO MASONRY OR (8) 1 4" x 1 3 4" CONCRETE SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE POWERS "TAPPER" WITH PERMA-SEAL FINISH OR EQUAL. NOTE: THIS DETAIL MAY BE SUBSTITUTED FOR EITHER THE PA51 STRAP (STEMWALL) OR THE STHD14 STRAP (MONOLITHIC). STRAP SHALL BE COVERED WITH SIDING OR STUCCO CONCRETE SLAB 1'-5" GRADE 8" CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES 5" SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (3) #5 CONT. 1'-9" 4 5 ° 8" M I N . , 2 4 " M A X . 1' - 0 " MI N . CONCRETE SLAB 1'-0" GRADE SILL PLATE TWO STORY - (2) #5 CONT. ONE STORY - (2) #5 CONT. 1'-4" 4 5 ° 8" M I N . , 2 4 " M A X . 1' - 0 " MI N . CONCRETE SLAB 1'-5" GRADE 8" CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES 5" SILL PLATE TWO STORY - (3) #5 CONT. ONE STORY - (3) #5 CONT. 1'-9" HEIGHT OF CURB VARIES (8"MAX.) 4 5 ° 6" MIN. 8" M I N . , 2 4 " M A X . 1' - 0 " MI N . CONCRETE SLAB 1'-0" GRADE SILL PLATE TWO STORY - (2) #5 CONT. ONE STORY - (2) #5 CONT. 1'-4" 4 5 ° HEIGHT OF CURB VARIES (8" MAX.)6" MIN. 8" M I N . , 2 4 " M A X . 1' - 0 " MI N . GRADE(3 0 ) 1 6 d S I N K E R S I N TH I S A R E A O F S T R A P STHD14 STRAP NAILED TO GARAGE DOOR POST. EMBED STRAP INTO FOOTING AS SHOWN. MONOLITHIC FOOTING SHOWER AREA PLAN VIEW CONCRETE SLAB 1'-0" GRADE SILL PLATE TWO STORY - (2) #5 CONT. ONE STORY - (2) #5 CONT. 1'-4" HEIGHT OF CURB VARIES (8" MAX.) 4 5 ° 6" MIN. (1) #4 CONT. 8" M I N . , 2 4 " M A X . 1' - 0 " MI N . 8" 8" CONCRETE SLAB ADD 8" x 16" CMU TO INSIDE OF STEMWALL AT POST LOCATION WITH (1) #4 VERTICAL IN EACH10 " 1' - 0 " GRADE AS NOTED REINFORCEMENT (AS NOTED) (1) #5 CONT. SECTION - TYPICAL SAW-CUT CONTROL JOINT NOTE: SAW-CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) FILL CUT WITH ELASTOMERIC FILLER 1" DEEP x 1 8" WIDE SAW CUT AT DENOTED LOCATIONS. CONCRETE SLAB DETAIL - PAD FOOTING AT PAVERS 1' - 0 " 2'-0" TREATED POST ABU__ POST BASE WITH 5 8" GALV. ANCHOR EMBEDDED 12" (SET-XP ADHESIVE) PAVERS BY OTHERS 8" TALL, 12" SQUARE GROUTED CMU OR CAST-IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD FOOTING WITH (2) #5 EACH WAY U SD-1 NOTE: REINFORCEMENT IS NOT REQUIRED TO PASS THROUGH SLOTS IN STRAP. CONCRETE SLAB REINFORCEMENT (AS NOTED)(AS NOTED) 4 5 ° 1' - 0 " MI N . GRADE 8" (1) #5 CONT. AND FILL TOP 16" (1) #5 CONT. AND FILL TOP 16" (1) #5 CONT. AND FILL TOP 16" (1) #4 CONT. AND FILL TOP 16" © 2 0 2 1 Hu l s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . FOUNDATION DETAILS 12" = 1'-0" (U.O.N.) SD-1 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: JOB NUMBER: FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H CL I E N T : PR O J E C T : 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: :rr r1--.... ~ .. . -'-------'-~1/,~•~·~·~·~· ~1/,~ t° . . .·~ ~~:....;_..:...:.. ~.,==·~-!:,, -.--'""7""~----~":~--,._--~-~:--.· .. ,<1 • :-4· ~' 0 0 r A I I I I I I I I r 7 • t ... . • .•.. • . . . -~-~-~-~~ ::b~:~,1=0~-~ ~-- '~~-~-~~~--· -. _:.:.~---·-. -4· ·,.. . ., ... ,;, .. ,; 0 0 0 0 0 0 I 0 0 .. .. I I I I I SECTION - TYPICAL EXTERIOR TWO STORY WALLB SD-2 SECTION - TYPICAL EXTERIOR ONE STORY WALLA SD-2 SECTION - GABLE END WALL DIAGONAL BRACINGN SD-2 SECTION - PLATFORM FRAMED GABLE ENDM DETAIL - TYPICAL WALL STUD CONNECTIONG SD-2 DETAIL - TYPICAL HEADER TO KING STUD CONNECTIONE SD-2 DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULT)J SD-2 DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT)H SD-2 L SD-2 F SD-2 DETAIL - TYPICAL ARCH TOP OPENINGD SD-2 SD-2 DETAIL - TYPICAL WALL FRAMING CONDITIONSC SD-2 SECTION - TYPICAL FRAMING AT 90° CORNERSK SD-2INTERIOR CEILING PITCH EXCEEDS 1 2 OF EXTERIOR ROOF PITCHINTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 1 2 OF EXTERIOR ROOF PITCH NUT & 3"x 3"x 1 4" WASHER BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY 12" LONG SCAB ( MATCH BOTTOM CHORD) WITH 12" SPACERS VERTICAL WEB OF GABLE END TRUSS TOP CHORD OF GABLE END TRUSS ROOF SHEATHING (AS NOTED) 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H3 OR EQUAL AT EACH LOOKOUT 2x__STUDS (2) 2x__ DOUBLE PLATE A A BOTTOM CHORD OF GABLE END TRUSS 12" LONG 2x__ SCAB ( MATCH BOTTOM CHORD) WITH 1 2" SPACERS - NAIL w/ (3) 0.131"x 3" NAILS THREADED ROD ASSEMBLY NUT & 3"x 3"x 1 4" WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) SECTION A-A BALLOON FRAMED STUDS (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS ROOF SHEATHING (AS NOTED) 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H2.5A AT EACH LOOKOUT SINGLE PLATE NAIL TO TRUSS BOTTOM CHORD WITH 0.131" x 3 1 4" NAILS @ 6"O.C. EXTERIOR SHEATHING SHALL BE NAILED TO BOTTOM CHORD OF TRUSS @ 6"O.C. WITH 0.131" x 2 12" NAILS. (U.O.N. ON WALL LAYOUT) BALLOON FRAMED STUDS (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS ROOF SHEATHING (AS NOTED) 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H2.5A AT EACH LOOKOUT DOUBLE PLATE EXTERIOR SHEATHING SHALL BE NAILED TO UPPER PLY OF DOUBLE PLATE @ 6"O.C. WITH 0.131"x 2 1 2" NAILS. (U.O.N. ON WALL LAYOUT) INTERIOR VAULT 2x__ TREATED SYP SILL PLATE (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" NAILS @ 8"O.C. STAGGERED 2x__ SPF #2 STUDS @ 16"O.C. (U.O.N.) (SEE WALL LAYOUT) DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) 8" MAX. THREADED ROD ASSEMBLY CENTERED ON SPLICE IN PLATE OR THREADED ROD ASSEMBLY WITHIN 12" ON EACH SIDE OF JOINT. JOINT IN UPPER PLATEJOINT IN LOWER PLATE (TYPICAL DOUBLE PLATE SPLICE) 48" MINIMUM SPLICE LENGTH MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. JOINT IN SILL PLATE THREADED ROD ASSEMBLY WITHIN 6" OF SPLICE IN LOWER PLATE ALTERNATE: IF ROD IS GREATER THAN 6" FROM SPLICE - ADD SSP AT SPLICE. 6" MAX. NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH 0.131"x 3 1 4" NAILS @ 6"O.C. STAGGERED (TYPICAL) THREADED ROD ASSEMBLY (BEYOND) TYPICAL STUD TO DOUBLE PLATE CONNECTION (SEE DETAIL "G" ON SD-2) TYPICAL STUD TO SILL PLATE CONNECTION (SEE DETAIL "G" ON SD-2) BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 3 1 4" NAILS @ 6"O.C. STAGGERED BUILT-UP CORNER POST JACK STUD AND KING STUD REQUIREMENTS (SEE WALL LAYOUT)6" MAX. NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 3 1 4" NAILS - TOENAIL OR ENDNAIL (TYPICAL) 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL EACH END TO ADJACENT STUD WITH (3) 0.131"x 3 1 4" NAILS TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT MSTA36 STRAP CENTERED ON CHANGE IN PLATE HEIGHT 4" MIN.; 12" MAX.ANCHOR BOLT AS REQUIRED (SEE DETAIL "DD" ON SD-3) NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) SIMPSON 3 8"x 6 3 4" TITEN HD ROD COUPLER JACKS AND KING STUDS (AS NOTED) DOUBLE PLATE 2x__ BLOCKING (TYPICAL) (3) 0.131"x 3 1 4" TOENAILS AT EACH END (TYPICAL) HEADER (AS NOTED) (2) 2x__ SILL NAIL EACH SILL PLY TO KING STUD WITH (3) 0.131"x 3 1 4" NAILS - TOENAIL OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 1 2" NAIL PENETRATION INTO MAIN FRAMING MEMBERS. (TYPICAL) SHEATHING MAY CANTILEVER UP TO 2" MAXIMUM PAST SUPPORTS. ALL WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x__ MEMBERS. JACK STUD KING STUDS HEADER NOTE: NAILS MAY BE TOENAILED OR BACK NAILED THROUGH KING STUD. NAILS AS NOTED IN TABLE HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9 12" LVL (5) NAILS PER PLY 11 7 8" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY STUD TO PLATE NAILING STUD SIZE ENDNAIL TOENAIL 2x4 (2)(3) 2x6 (3)(4) 2x8 (4)(5) 2x10 (5)(6) * ALL NAILS NOTED ARE 0.131"x 3 1 4" NAILING AT STUD TO DOUBLE PLATE STUD NAILING AT STUD TO SILL PLATE * SEE FOUNDATION DETAILS (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) CORNICE DETAIL (BY OTHERS) ROOF COVERING (BY OTHERS) ROOF TRUSSES GYPSUM BOARD GYPSUM BOARD THREADED COUPLING AS REQUIRED GYPSUM BOARD (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) FLOOR JOIST (I-JOIST SHOWN, SAWN JOIST SIMILAR - SEE SECTION "Z" ON SD-3 FOR OPEN WEB TRUSS) RIM BOARD 2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM BOARD WITH 0.131"x 3 1 4" NAILS @ 6"O.C. 23 32" RATED STURD-I-FLOOR (T&G) SHEATHING GLUED AND NAILED. FASTEN WITH 0.131" x 2 12" RING SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. NAIL JOIST TO PLATE WITH (2) 0.131"x 3 1 4" TOENAILS TOENAIL RIM BOARD TO PLATE WITH 0.131"x 3 1 4" NAILS @ 8"O.C. GYPSUM BOARD 2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) NUT WITH 2" WASHER AT SOLE PLATE 7 16" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2 12" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 7 16" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2 1 2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) INSET WALL 1 2" FOR STUCCO APPLICATIONS 2x__ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3 1 4" ENDNAILS AT TRUSS NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) SEE FOUNDATION DETAILS (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) CORNICE DETAIL (BY OTHERS) ROOF COVERING (BY OTHERS) ROOF TRUSSES GYPSUM BOARD GYPSUM BOARD 2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 7 16" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2 1 2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) INSET WALL 1 2" FOR STUCCO APPLICATIONS 2x__ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "DD" ON SD-3) 2x__ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3 1 4" ENDNAILS AT TRUSS NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. SEE "F" ON SD-2SEE "F" ON SD-2 SEE "F" ON SD-2 THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD-3) THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD-3) THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD-3) SECTION - INTERIOR WALL CONDITIONS (BEARING/SHEARWALL) 2x TREATED SYP #2 SILL PLATE METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) THREADED ROD ASSEMBLY OR QUICK-TIE AT NOTED SPACING UPLIFT (ROOF) - RODS OR QUICK-TIE METAL CONNECTOR NOT REQUIRED DOUBLE PLATE METAL CONNECTOR OR BLOCKING REQUIRED (AS NOTED) DOUBLE PLATE ANCHOR BOLTS AT NOTED SPACING (48" O.C. MAXIMUM) FLOOR LOAD ONLY OR SHEARWALL SHEATHING (AS NOTED) 2x TREATED SYP #2 SILL PLATE 2x TREATED SYP #2 SILL PLATE 2x SPF #2 STUDS @ 16"O.C. CONCRETE 10d CUT NAIL @ 24"O.C. OR 1 4"x 3 1 4" TAPCON SCREW @ 32"O.C. DOUBLE PLATE UPLIFT (ROOF) - SCREWS 2x TREATED SYP #2 SILL PLATE 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. ROOF WITH UPLIFT RELEASED DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. SIMPSON SDWC 15600 SCREW @ 32"O.C. - U.O.N. SIMPSON SDWC 15450 SCREW @ 32"O.C. - U.O.N. METAL CONNECTOR (AS NOTED) ANCHOR BOLTS AT NOTED SPACING (32" O.C. MAXIMUM) 2x__ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "DD" ON SD-3) NOTE: MAY SUBSTITUTE (1) 1 4" x 3" SDS SCREW PER (2.5) NAILS. (TOP OR BOTTOM INSTALLATION) BUILT-UP HEADER WITH 0.131"x 3 1 4" NAILS @ 12"O.C. TOP AND BOTTOM (U.O.N.) ALT: SINGLE PLY HEADER TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) END NAILING ACCEPTABLE ROOF SHEATHING AS NOTED ROOF SHEATHING AS NOTED H3 CLIP OR EQUAL AT EACH LOOKOUT 2x__ BARGE RAFTER FASCIA (BY OTHERS) GABLE END TRUSS (DROP GABLE) 2x4 LOOKOUTS @ 48"O.C. (3) 0.131"x 3 1 4" TOENAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. 2x6 BRACE SPACED @ 48"O.C. UNLESS OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD CEILING ROOF SHEATHING (AS NOTED) 3 8" THREADED ROD ASSEMBLY (AS NOTED) NOTE: ALL MEMBERS SHALL BE #2 SYP. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 1 4" NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH (3) 0.131"x 3 1 4" NAILS EACH END ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH 0.131"x 2 1 2" NAILS IF BRACE LENGTH EXCEEDS 9'-0". LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 45 ° M A X . WOOD FRAMED CONDITION TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"x 3 1 4" NAILS @ 8"O.C. 2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES (BEYOND) THREADED ROD NOT SHOWN FOR CLARITY HGA10KT AT EACH BRACE SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL HEIGHT STUDS (2) ROWS OF 0.131"x 3 1 4" NAILS @ 12"O.C. MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED WITH (4) 0.131"x 3 1 4" NAILS TO EACH ADJACENT STUD ALTERNATE: INSTALL SOLID STUD IN THIS SPACE 2x4 CORNER FRAMING FULL HEIGHT STUD SILL PLATE (BELOW) 2x__ CORNER FRAMING FULL HEIGHT STUDS (TYPICAL) (2) ROWS OF 0.131"x 3 1 4" NAILS @ 12"O.C. STAGGERED (TYPICAL) 2x6 OR 2x8 FRAMED WALL 2x4 FRAMED WALL © 2 0 2 1 Hu l s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . 1 4" = 1'-0" (U.O.N.) SD-2 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: JOB NUMBER: CL I E N T : PR O J E C T : FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H SECTIONS AND DETAILS (1 of 2) JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ I I I l ' . I 7 ·;. i 1 11 I I v 7 I i r i..' ' I 1; I I ll ll u II ' u ' ' u n ' ' LI II ~ u u u \ I I I I 8 I 8 I I I ---/ / ----' ~ ' ' I /-"' ' \ \ I \ I \ I I I I I \ I /.._ \ I \ \ \ I I I ' ' ' ------ 8 .J\.r- 8 ' ' u I I I I I I I I I I I I I I I I I I I I I I I I I I I '·------~- I ' I I I I I I I \ • • • u u I : I I I I I I I I I I I I I I I I I ~, " ------------1-s I .._ I I ~/ :, • LI I Cl I I I I I I I I I I I I { I I I y 8 I I I I I I I I I I I I I I I I I I I I I I I I --------- I I I I I ~ I I / I 8 8 •· . '-:.._:~.:: .. ,-·~-:-,.;:Y __ ._./ ' / -- I I 8 / . . . ' __ ·, !_· .. ,: . -~ ~-4·. .....__ ...... :_Y _ _._ . .,,,-- I I I I I I I I I I I I \ \ \ \ I 8 I I I I I I / I I I I I I I DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGSS SD-3 SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSSX SD-3 CC SD-3 SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS W SD-3 BB SD-3 DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAMFF SD-3 DETAIL - EXTERIOR BEAM TO WALL CONNECTIONR SD-3 V SD-3 AA SD-3 GG SD-3 Y SD-3 DETAIL - TYPICAL LATERAL TRUSS BRACING DETAIL - TYPICAL VERTICAL BRACING AT GABLE ENDP SD-3 SECTION - TYPICAL T-BRACET SD-3 Z SD-3 SECTION - TYPICAL OPEN WEB FLOOR TRUSS THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED RODQ SD-3 DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POSTU SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ANCHOR BOLT AS REQUIRED FLUSH HEADER CONDITION DROPPED HEADER CONDITION 12" MAX. THREADED ROD ASSEMBLY NOTE: THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE DOOR OPENINGS. ANCHOR BOLT AS REQUIRED THREADED ROD ASSEMBLY NOTE: THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE DOOR OPENINGS. NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 0.131"x 3 1 4" NAILS BOTTOM CHORD OF TRUSS INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS @ 12"O.C. NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3 1 4" DOUBLE PLATE MINIMUM 7 16" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) TRUSS (AS NOTED) DOUBLE PLATE 2x4 X-BRACE ACROSS LENGTH OF SHEARWALL (3) 0.131"x 3 1 4" NAILS TYPICAL AT EACH TRUSS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH 0.131"x 3 1 4" NAILS @ 4"O.C. NAIL SCAB TO PLATE WITH (3) 0.131"x 3 1 4" TOENAILS NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3 1 4" NAILS MINIMUM 7 16" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) ROOF SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) TO REPLACE (1) ROW OF LATERAL BRACING INSTALL 2x4 No.2 SYP T-BRACE NAILED TO EACH PLY OF TRUSS WEB AT 6"O.C. WITH 0.131" x 3" NAILS TO REPLACE (2) ROWS OF LATERAL BRACING INSTALL 2x6 No.2 SYP T- BRACE NAILED TO EACH PLY OF TRUSS WEB WITH 0.131" x 3" NAILS @ 6"O.C. 6" M A X . 6" M A X . NOTE: T-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH (3) NAILS NOTES: 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) 50 ° M A X . (3) TRUSSES MINIMUM FOR CONTINUOUS LATERAL BRACE NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE WEBS WITH (2) NAILS 2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS CONTINUOUS LATERAL BRACE (QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING.) NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS ROOF TRUSSES (BY OTHERS) LAST TRUSS IN ROW REQUIRING BRACING RATED ROOF SHEATHING MSTA24 STRAP LOOPED OVER DOUBLE PLATE NAILED WITH (6) 10d x 1 1 2" NAILS INTO EACH SIDE OF STUD SILL PLATE DOUBLE PLATE WALL STUDS SILL PLATE LTT20 (U.O.N.) (2) MSTAM24 STRAPS FASTENED TO STUDS AND FACE OF FOUNDATION ALTERNATE TRUSS BOTTOM CHORD 2x4 SPF BLOCKING- NAIL WITH (2) 0.131"x 3 1 4" NAILS AT EACH END (END NAIL OR TOENAIL) NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL UPLIFT CONNECTOR (AS NOTED) TRUSS (AS NOTED) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH 0.131"x 3 1 4" NAILS @ 6"O.C. NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSSSECTION - EXTERIOR WALLPARALLEL TO TRUSS DD SD-3 DETAIL - THREADED ROD ASSEMBLY SIMPSON 3 8"Ø x 6 3 4" TITEN HD ROD COUPLER WITH 1" CUT WASHER OR 3 8" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER DOUBLE PLATE NUT WITH 2"x 2"x 3 16" WASHER ALTERNATE: SIMPSON LBPS 1 2 SLOTTED WASHER WITH 1" WASHER. 3 8"Ø THREADED ROD DETAIL - ANCHOR BOLT SIMPSON 3 8"Ø x 6" TITEN HD OR 3 8" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH 1" WASHER DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING STRAP CRIPPLE TO HEADER WITH LSTA18 STRAP @ 32"O.C. INSTALL MSTA24 STRAP LOOPED OVER DOUBLE PLATE. NAIL TO CRIPPLE ON EACH SIDE WITH (6) 0.131" x 1 1 2" NAILS @ 32"O.C. ALTERNATE: SDWC 15600 SCREWS TOP AND BOTTOM OF CRIPPLE STUDS @ 32"O.C. IN LIEU OF STRAPPING. * * * INSTALL DSP CLIP OR SDWC 15600 SCREW @ 32"O.C. MAXIMUM SPACING (U.O.N.) DETAIL - GARAGE DOOR FRAMING EXTERIOR FINISH OVER WALL SHEATHING JACK / KING STUDS AS NOTED GARAGE DOOR PER ARCHITECTURAL GYPSUM BOARD 2x6 REINFORCEMENT "GOAL POST" FASTEN w/ 0.131" x 3 1 4" @ 8" O.C. (STAGGERED) or 1 4" x 3 1 2" SDS SCREWS @ 24" O.C. BRACKET ATTACHED PER MANUFACTURER GARAGE DOOR JAMB UPPER LEVEL STUD CS16 STRAP (CUT TO LENGTH) FROM UPPER STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL INTO HEADER WITH (11) 10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE FLOOR SYSTEM (AS NOTED) DOUBLE PLATE LOWER LEVEL HEADER (AS NOTED) NAILING NOT REQUIRED BETWEEN UPPER SOLE PLATE AND LOWER DOUBLE PLATE. BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE INSTALL SSP__ CLIPS AT 32"O.C. AT DOUBLE PLATE ALTERNATE: MSTA24 STRAP LOOPED OVER DOUBLE PLATE NAILED WITH (6) 10d x 1 1 2" NAILS INTO EACH SIDE OF STUD UPPER LEVEL STUD BEAM (AS NOTED) CS16 STRAP (CUT TO LENGTH) FROM UPPER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL INTO BEAM WITH (11) 10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM NOTE: ATTACH DOUBLE PLATE TO STUD PER DETAIL "BB" ON SD-3 NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE EXTERIOR BEAM (AS NOTED) DOUBLE PLATE BEAM BEARS ON (2) 2x__ JACKS (TYPICAL - U.O.N.) BEAM INSTALLED BENEATH DOUBLE PLATE EXTERIOR BEAM (AS NOTED) DOUBLE PLATE BEAM BEARS ON (2) 2x__ JACKS (TYPICAL - U.O.N.) INSTALL DSP CLIPS @ 24" O.C. OR SPH__ @ 32"O.C. CONDITION: 1 CONDITION: 2 (NOTCHED BEAM) (DROPPED BEAM) NAIL SHEATHING TO DOUBLE PLATE WITH (2) ROWS OF 0.131"x 2 12" NAILS @ 6"O.C. NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. (ALTERNATE TO DSP CLIPS) EXTERIOR BEAM (AS NOTED) H6 CLIP FROM POST TO BEAM LAP BEAM PLIES AND NAIL AS SHOWN - (5) 0.131"x 3 1 4" NAILS PER PLY PT POST (AS NOTED) H6 CLIP FROM POST TO BEAM EXTERIOR BEAM (AS NOTED) ABU POST BASE (AS NOTED) 5 8" THREADED ROD WITH NUT SET IN ADHESIVE (7" EMBEDMENT) PT POST (AS NOTED) PLAN VIEW AT TOP OF POST SIDE VIEW AT BASE OF POST ALTERNATE ANCHOR: 1 2" x 6" TITEN HD (MECHANICALLY GALVANIZED) WITH 2" x 1 8" WASHER DOUBLE PLATE (U.O.N.) OPEN WEB TRUSS BAND BOARD 2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND BOARD WITH 0.131"x 3 1 4" NAILS @ 6"O.C. TOENAIL TRUSS TO PLATE WITH (2) 0.131"x 3 1 4" NAILS . SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH EDGE NAILING REQUIREMENTS OR UPPER WALL 2x__ LOOKOUTS AT 48"O.C. VERTICAL WEB IN GABLE END TRUSS 2x__ L-BRACE NAILED TO VERTICAL WEB WITH 0.131"x 3" NAILS @ 6"O.C. 16" OR 24" O.C. SPACING (SEE TABLE) END VERTICAL BRACING REQUIREMENTS BRITTLE FINISH FLEXIBLE FINISH BRACING 16"O.C. 16"O.C. NONE REQUIRED 0" TO 53" 0" TO 67" 2x4 L-BRACE 54" TO 114" 68" TO 145" 2x6 L-BRACE 115" TO 182" 146" TO 232" EN D V E R T I C A L H E I G H T ( T Y P I C A L ) RATED ROOF SHEATHING 24"O.C. 24"O.C. 0" TO 47" 0" TO 59" 48" TO 99" 60" TO 126" 100" TO 158" 127" TO 201" NOTE: WHERE TRUSS CONTAINS DIAGONALS, INCREASE L-BRACE REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH OVER DIAGONALS. DOUBLE PLATE RAISED HEEL TRUSS WITH HEEL HEIGHT GREATER THAN 6" INSTALL 2x4 SYP FLATWISE BLOCKING BETWEEN TRUSSES. TOENAL EACH END WITH (3) 0.131"x 3 1 4" NAILS. ROOF SHEATHING SHEATH AREA BETWEEN DOUBLE PLATE AND ROOF SHEATHING WITH 7 16" OSB RATED SHEATHING. NAIL WITH SHEARWALL NAILING PATTERN FOR WALL. (SEE WALL LAYOUT) © 2 0 2 1 Hu l s b e r g E n g i n e e r i n g , I n c . - H u l s b e r g E n g i n e e r i n g , I n c . h e r e b y r e s e r v e s i t s c o m m o n l a w c o p y r i g h t s a n d o t h e r c o p y r i g h t s i n t h e s e d r a w i n g s , i d e a s , a n d d e s i g n s . T h e s e i d e a s , d e s i g n s , a n d d r a w i n g s a r e n o t t o b e c o p i e d o r c h a n g e d i n a n y m a n n e r o r f o r m w h a t s o e v e r , n o r a r e t h e y t o b e a s s i g n e d t o a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g e x p r e s s w r i t t e n p e r m i s s i o n f r o m H u l s b e r g E n g i n e e r i n g , I n c . 1 4" = 1'-0" (U.O.N.) SD-3 CHECKED BY: REVISIONS: DRAWN BY: RELEASE DATE: DO NOT SCALE THIS DRAWING SHEET: SCALE: TITLE: JOB NUMBER: CL I E N T : PR O J E C T : FLORIDA REGISTRY # 25846 IN C . UL S B E R G EN G I N E E R I N G , 12 0 5 8 S A N J O S E B L V D , # 1 0 0 1 , J A C K S O N V I L L E , F L 3 2 2 2 3 90 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H SECTIONS AND DETAILS (2 of 2) JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 05-06-21 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L I C E NS E F LO R I D A P R O F E S IONALS E N G I N E E R J E S S E J JANNE T T E . COMMENTS: 21-0056 02-09-21 CA T H Y D U N C A N 44 D E W E E S A V E . A T L A N T I C B E A C H BTC JJJ 8 --- -r .,_ ' ' 8 8 II II ,., II I.I II II ,., II II ,., l; I, ' ' > t---,;<r 8 8 I 8 0, 0 I I I I I I I I I I I I I I { . L--= ' I I I I I I I I I " " " u 8 8 I I I I 8 8 I I 8 8 I I 8 ' I I a t;;J t;;J 7:j I I I I I I I I I { ------------------------------------- 1----7T------n------n n 1 1 11 11 11 11 I I 11 11 11 11 I I~ 1 11 11 11 11 I I 11 11 11 11 I I I 11 11 11 11 I 1 11 11 11 11 I I I 11 11 11 11 I 1 11 11 11 11 I 1 11 11 11 11 I 1 11 11 11 11 I I 11 11 11 11 I I 11 11 11 11 I I I I _..1 ...11 _u I I I I I " " " u I I I I I I I I I I I I e-< 1-L--~-----r 1---------'--'-----J J-1----------------:::411 I I I I I { I I I I I I I I ' _u " ' " " " u I 8 I I I _u I I I I I I ' I I I I I { I~ I I I I I ~,----------\ _ I (Fax) 904-448-5178 1825 University Boulevard West Jacksonville, Florida 32217 (Phone) 904-448-5125 LEGEND: MAP SHOWING BOUNDARY SURVEY OF LOT 10, BLOCK 1, OCEAN GROVE UNIT NO. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: THOMAS F. SLATER AND AMY AUSTIN SLATER TRUSTLINE MORTGAGE, INCORPORATED RICHARD T. MOREHEAD TITLE AND ESCROW, INCORPORATED OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEWEES AVENUE (60' RIGHT OF WAY) N 5g·44'42" E 75.38' (CHORD)(PLAT) N 59"39'19" E 75.72' (CHORD)(MEASURED) R= 231.00' ~ L= 75. 72' LOT 11 BLOCK 1 Q = SET 1 /2" REBAR STAMPED PSM/16146 e = FOUND 1/2" IRON PIPE NO IDENTIFICATION (UNLESS OTHERWISE NOTED) ■ = 4"x4" CONCRETE MONUMENT A/C = AIR CONDITIONER -X-= CHAIN LINK FENCE -D---= WOOD FENCE PC PT PRC POINT OF CURVATURE POINT OF TANGENCY POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE 0 = CONCRETE "' '° 7.8' "' '° b N TWO STORY FRAME POSTED # 44 11.1' LOT 10 BLOCK 1 4.2' ------- ------- Ray Thompson SURVEYING, Inc. ++++--+---1 !Going the DISTANCE for Youl i~irqnrb m . .Moreqenb llnfu anb £s<ltr.our, Jnr 444 THIRD SlREET NEPTUNE BEACH, FLORIDA, 32266 (904)-247-5147 ~ FAX (904)-247-6087 JOB# 40446 DATE OF FIELD SURVEY: 09-10-20 NOTES: s 15·45'35" E 1. BEARINGS ARE BASED ON THE 1',.;;~1/M.EQ BEARING OF --------------- ALONG THE NORTHEASTERLY BOUNDARY LINE OF SUBJECT PARCEL. 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE " " AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP, DATED: NOVEMBER 02, 2018, COMMUNITY NUMBER: 120077 PANEL M.0.9_J.. . 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT OR OTHER DOCUMENTS PROVIDED BY CLIENT, IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 4. THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. CERTIFICATE LAND SURVEYS 0 CONSTRUCTION SURVEYS ------- LOT 9 BLOCK 1 ------- REVISIONS DATE DESCRIPTION 1" = 20' NDER MY RESPONSIBLE CHARGE ORTH BY THE FLORIDA IN CHAPTER 5J-17, FLORIDA 0 , LORIDA STATUTES. PU B L I C WO R K S { ~ PP R O V E D { }D E N I E D { } NO T AP P L I C A B L E TO DE P T RE V I S E D Gt N f R A I . NO T t S , I " W ~ ~ " ' l l l , . ~ ~ A K > : ; : , - . S T C ' l ' I C ' r . h l W ~ ~ r a , ' 1 1 1 1 ~ ~ ~ f f l l ~ ~ :1 < 1 . . U . . & l : G u l ! rt t , " ' 1 . fl 1 u t . o " C I . W ' 1 . ~ l : l : n l r a : ~ T ? D N I J l . 1 J , , o ~ 1 1 ' 1 U S . ! \ . f , a t 1 • 1 o 1 1 • • v w ~ " ' 6 0 0 . ~ 1 t . ~ . , ~ ,. , . ~ 1 1 f f " < " f O l l t ~ , n T 1 1 ~ 1 1 o : J M 'Y G M' C o t " 1 " o ' I I ~ . , , - r ~ l' O f ' - . ca . " " " 1 . > : x , , r o t ' " " " ~ , ~ ~ l ( ~ r , O C , D " . : , - IZ Q . . I Q C IU C , C I O O l ) J l O , l l - " ' ! ~ r . 1 1 , 1 7 . 0 . ¥ , .. . . M l l l l l « ~ l ' C - T V . , . , . . - . C , . , . , . . C O ' f i ~ , , . . , ; w ; ~ ~ • ni s - . . c g . , 1 Y J C - ; ~ o . 1 , l " C " 5 e ~ - , T O c g ; i , , i ; . . i . , , 1 , . . , . . . ~ . , . , x , w , . . . - . . , . . , " " f l - t ' • L g u : , i ~ J . , n o r , "" 1 l' : l r f f r, ~ . . . , , r : 0 . 1 ~ ' " " " " ~. LU C , 1 , 1 0 , , ~ " ' : . . . . . , _ , . . . . , . . . _ . ~ ,. . , P C C > l ' , . O O " I I ~ . . . , . . . " ' " ~c , ; , , , . . , , ~ . • U " t : ; ~ . . , . . , , ; , , ~ to t r D . - . : ; ' . ! 1 1 ! 1 : ' ~ l ~ ~ T l l , ; D O " ; P M V f 14 1 ; ~ " 0 • ~ ~ ~ ~ G ~ ! : , P ~ l 0 ' 4 1 ~ ~ ~ r . , • ~ " " l ' l . t ~ • C l o l l l ~ - . . t ( a v ' l ~ . . _ ~ l ) ! & ~ t - ! ! ) U A f . n u t ' - ( ~ 1 " ' 1 1 1 ' . ~ " " - J . ~ C O • ~ , , . . , ~ I P m " " " n , - : - - r . n . . - . « l l O ! l l n l " ~ m N f - r H ' r . l L J , l l O l l " f l ' - " - l ' l , , C l l ( l l l ,, . l ' W ' l ' ! N ' , ~- ~ l ' ( ' l ' ! J ' T ? ~ " ' . . , . ~ ~ ~ - ~ " " c n r t - , .. . 'l ' t . > • 1 t L • ~ ~ r , c , - , , . r o , ~ ~ '> 1 ~ ( 0 " ' • ~ · tx , C , .. . . . . . . ., : .. . c, r .. , •> C • - [ L > ~ " t . f t ~ C t h , z : _, , x ; .. , , ~ • C • ~ I P l ! : l ~ G ' I C ° " " ' . . C • - •r w : : -t " . 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"4 , . , - ~ ( . : ( f ' T " l ~ ? f l l ( f t \ o ( l f , ~ ( .. . . ~ ~ t - : ~ ~ f ~ T - f ~ ~ ; r _ . . . - . : . - n - ~ .. . , . o ( , , u , ( . ; r . , 1 , . . , 0 . . ~ - r , ( ' " T r - N t C \ - - . . r v •r . mv , , , : t P f " ~ I J ) C l , - , t U l o : ~ l l l - 1 C I T i t C l l ! I M l = f f l > O . l l ~ = - ' 1 ' 5 ' J D = ' ) t ' r . l r G l ' l : < C C ~ N l l [ I W , , , " ' r, . , . , _ . . . . ... . . . .. . : N I c. t ! O f f l ' A l . ! ' . / l f ! ~ - - ' 4 . . : ~ 1 ~ : . n - e . . . i , r r m . . - . s M M . . . n t l V , . . , . . . . . . . . .. . . . . f. . . . . , . . ( • M l ! A ~ \ • • l \ f l " t X " f ' ' ~ ~ ~ : : ; , _ ~ ~ r ~ , ' ~ ~ ~ : ~ t l r ~ ~ ~ ~ , i - = ! : , O . . o e , , , , ~ - ~ • N t t w r ~ . , . • ~ - t ,◄ -- " ! l l ' ! ' l v D H . 1 . r . . . . - , ! . N , U 1 1 1 U n , ' 1 P < l ! O f . 0 P f ! l o t 1 " , A T . . U r . o r , l( ' S N I L o l ! £ - , , , _ ' l ' t ( J ( " l t - P ~ Y I P " l < l 'M l , f . . , u , . : I t OJ I ,r . - , , - . ~ 11 , f l' f ' ) l f ' r . T " " " " Il l " C l t w " l l ~T f f h # ) r , f N " n, , , » H ~ , : P ,. , ; ( " ' , ~ •W f ( ' l ' I - ( . ~ N> ' . ' l l l f l : > 1 1 ' , o ' l ( ' J U ~ " . ( I ' ( ' . , ~ ~. : . , , - : o e , , ~ , i : . . :, - . _ , « : rn ~ • ~ o . t r, : , , . _ , ~ , , . - , or .. . ~ - - ~ ~ " " ' J l : " . . r t , 1, , r , . , , , ~ ,- : o: > ~ • o , ! 4 j t ' ~ t w . 1 . - t . . c . • ~ . - o f t . . u o u - - o » f t . . : . ~ ~ l t r . A u 1 . ~ ~ w t : . 1 1 : 1 t . i . 1 ~ , 1 a - , , a 1 ~ u r n 1 1 r n ru . ~ - . 1 • l ' I C . l , l l o ! " / 1 1 ~ ~ ~ 1 u o . · " ' : , r . - ~ T K N l ~ ~ ' 1 / " U : ~ f l o : : - N [ ' > ' ~ 1 1 , G . C ' ( " ~ . . - c . n l ~ " " ' ~ " ' ' ' " ' "" " " ' " Ttl, , _ . ~ M • M l f f t , " " n , f ' . " ' - .. . . . . . r. t . . n r . 1 u : . - . 1 .- m • r T l ' l , A J > C M r ( , . . . . . , , , _ , . . _ , u , f" l - 1' > " \ ' , t ' . ' _ . - , ( " , 1 ' . . . ~ l > ( • c . ( l > o : " • r , J , . - , l ~ ,~ g, , , , c l l W , , l l , ' ~ A • t r# t t t , - , . . . . _ , 1 , , , - t C l , r , , ( , ' 1 l l o t f o - 6 1 1 ' t . O - . , . . f~ ! O , l > M ~ : X , . . , t t , ' J f " ~ ° " ' " ' < O U , 1 M 1 ! " 1 - i , 1 ' 1 • , t . . 1, t ~ r r o 1 1 ( ; 1 1 ~ 1 X ' f l ~ ~( ' - : : ; : ~ - : - - . ; ; . - ; : : . r . . J - : - ~ t . ~ ~ ~ ' 1 ~= - - ~ ~ ~ ~ ; • l - - ~ l ' O l l . , _ T T " I " t # ~ ~ - r - p - . , t , ~ - . , v . , - ~ r - , r, , . , . - . : , . , . ( : Pf ~ M o . , . . _ , N- . o , r i ~ ~ . . i « ~ ~ T J . l o b o ' t " ' ' ° " " C l ) • ~ t r i . ( ' I O I < ; , , • r. 1 · w ~ q ) r ( l t ' 1 r , i : r~ C' : " 1 1 - ' . o ( ' U " P . ~ M " l , ~o n ! l ' - ' l : l ' > J - , : o r . - ( ( ~ - · - . . ,. _ r . _ G ( ' l l : I A .l . 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U D .. . . . . . . . . . . . . . . . . . .. . . . . , , 1 . . . . - : u , , - RE N O V A T I O N AND ADDITIONS T O TH E RESIDENCE OF T O M AN D AMY SLATER ~ c-fWff..S A.V~ "l ' W n " I C C > t H . : : M , M. l2:ti1.I I ~D f X O f DRA"'INGS ~ f f C T U . . , . _ c . . , , ; , , . r . , , . . ., , ( I 'J l ) ' , U ' - = , - o t ( T ~1cn,,.,•!loJtf'ou~C-001:!'>J•'"'~' l' J 0 4 o . l f r . ) , t , " " ' " " ~ ·~~ ,_ - c : , c , w , ' J I G C,OC,~ ~rTloJ.-,+~N~5 u- : t . - ; ~ n . r - . . 1 . 1 1 0 , , , . -! v l . C : - " ( , . ~ - i ; : T " " " " ll o l 1 ~ .. ::.;)t•~~<i,jrJl'T1<0<,. ~r , ; .. , , t r 0 - . ~ . . i.,, ~•..C' ~<I') :uC1•1<."' ""°r.,;,.,i., ..,...,.., ,, . , , c 1 1 , < . c O Q . M • ~ ~ ~ ( ~ ,ior,:~ "' 0 ! . ' 6 , , , f l 0 • ' 1 . - . . t -. 1 " U l . > M l t l 1 " 1 ' 1 ~ i ! U ' - n o . W l l ' . N I Q J t ~ " l i > , U ' t A > . ~1 r l . - 7 . ! - N > D P L O ( M ; I . M ¢ l . " - 0 , : : , , T f ' ~ , - , O " t : ~ , ~ , h f! 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