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1550 Beach Ave RESO18-0030 exterior renovation permit r y„ ' \Sil \ CITY OF ATLANTIC BEACH • 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 o;a>%' INSPECTION PHONE LINE 247-5814 RESIDENTIAL OTHER - SINGLE OR TWO FAMILY RESIDENTIAL OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESO18-0030 Description: Exterior Reno & Shower Addition Estimated Value: 260934 Issue Date: Expiration Date: PROPERTY ADDRESS: Address: 1550 BEACH AVE RE Number: 171872 0000 PROPERTY OWNER: Name: IBACH MICHAEL Address: 1550 BEACH AVE ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MORALES CONSTRUCTION CO., INC. Address: 6950 PHILLIPS HWY SUITE 15 QA RICARDO MORALES III JACKSONVILLE, FL 32216 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. �SyLlf City of Atlantic Beach APPLICATION NUMBER Building Department " (To be assigned by the Building Department.) ,` 800 Seminole Road P. a-0030 o Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 � / 0;;1�? y E-mail: building-dept@coab.us Date routed: t,/0/ �/�Cp City web-site: http://www.coab.us ` APPLICATION REVIEW AND TRACKING FORM Property Address: l 550 Beate De• t review required Yes No Applicant: and rol..�e S CANShriA.Cin . Planning &Zo_911111 1111Ure.••:.:;,motor1. Project: i-OXLO( O UUf.S II-M117- 11M1111111�_ Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. FDenied. ❑Not applicable (Circle one.) Comments: .L I BUILDING �� T e IGn c",/ SetthG 1S PLANNING &ZONING K 6_ Reviewed by: - Date: TREE ADMIN. Second Review: A roved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES `7� PUBLIC SAFETY Reviewed by: Date: /- cf- j op FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 6s`;_1� CITY OF ATLANTIC BEACH -IF ' ' 800 Seminole Road j r� Atlantic Beach,Florida 32233 �JF319Y REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 /-7 / 1f Revision to Issued Permit Corrections to Comments / Permit# Project Address \ 5 co i),:,;.(•1-. ivtt Af14,.he -cc_o,c11 FL 3Z23 3 Contractor/Contact Name /k4or-r,1�5 L,r 5\-r-v c lhe„ c-,_, T"„, . Phone 'loc(_ 15`x- 6cg7 Email c..1\;5 ' norPA4. 5 �(-0L c1 Description of Proposed Revision/Corrections: Permit Fee Due $ tNnL;S.1 C4105 inCkve. Lt� ?co at, ;� A-)f) .c! nlo�•n Ah`en kLa - I AAA.?di 514.'15 ,,,,I l'ai 1:1'j4>k/ At-tvi e.._51- rci c,,i- incict(r4 Additional Increase in Building Value $ Additional S.F. By signing below,I 0 S`m\ `jk,n n u affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works — _ Public Utilities / I Public Safety Date Fire Services ? 1,AP.P City of Atlantic Beach APPLICATION NUMBER JS .; Building Department (To be assigned by the Building Department.) • t� -`- 800 Seminole Road IZEso /8.-0030 1 Ay ,; r) �.:111, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 /Vie . �a E-mail: building-dept@coab.us Date routed: V Cityweb-site: htt ://www.coab.us http://www.coab.us REVIEW AND TRACKING FORM Property Address: L 550 Beath !We De. . • - st review required ErA No = Applicant: and1O..i S arkstrucioyl . Planning &Zonin.1. == war.:•••.actor Project: ti ��( oi keno Lo UUnS ` '_ --..� `` --� Public Safety _- Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Xjbenied. ❑Not applicable (Circle one.) Comments: /"o 6i ILD PLANNING &ZONING Reviewed by: m� Date: G./2-/p' TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 2' Date: T / 0' i a FIRE SERVICES Third Review: (Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r, Building Permit Application Updated 12/8/17 a OFFICE CGi City of Atlantic Beach lid71119r 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 •� Job Address: 1550 Beach Ave., Atlantic Beach, FL 32233 Permit Number:R CSO I O�j —V Oc3d Legal Description 10-11 16-2S-29E MANDALAY LOT 7 BLK 63 RE# Valuation of Work(Replacement Cost)$ 260,934.00 Heated/Cooled SF 3,347 Non-Heated/Cooled 1,280 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): CommercialResidentia • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Exterior renovations including new siding, new stair and porch railings, new porch roof and enclosed shower addition. Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Michael & Marcy Ibach Address: 1550 Beach Ave. City Atlantic Beach State FL Zip 32233 Phone (904) 910-6362 E-Mail marcy.ibach@qmail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Morales Construction Co.. Inc. Qualifying Agent: Ricardo Morales, Ill Address 6950 Philips Hwy., Suite 15 CityJacksonville State FL Zip 32216 Office Phone (904) 296-9559 Job Site/Contact Number (904) 759-6582 State Certification/Registration# CBC 040 880 E-Mail ellis@moralesgroup.com Architect Name& Phone#Thomas Mnich, (904) 536-8268 Engineer's Name&Phone# Lou Pontigo, (904) 242-0908 Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN,A OR EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ,(Signature of Ow er or Agent) (Signature of Contractor) (including ontractor) Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed) before me this ) day of 2!)l ' , by f ct,r c y I})L+�G� �M �C!' ,by R s xr'd(U Mora/es s ��Nv'iy, RAVENEL CARLOS ALL I �',,.,•., RAVENEL • IS BALL Personally Known O� `� Notary Public StateotFlorid� NotaryPublic-StateofFlorida �i�• ': ersonall Known OR ,: + Commission N GG 1812tlt [ y Commission N GG 181281 [ ]Produced Identificatiit.?r„,,,t'' My Comm.Expires Jan 31,2022 [ ]Produced Identification '1,a„ �` Mycomm.Expires Jan 31,2022 Type of Identification: I 14onded through National Notary Assn. I Type of Identification: Bonded through National Notary Assn. �S.r11vJ rfr, Js .CITY OF ATLANTIC BEACH ~ `1J OFFICE COPY Atlantic 800 Seminole Road �' Beach,Florida 32233 r r�Ji31) REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 /-LA8 Revision to Issued Permit Corrections to Comments I Permit# RESO/8-0030 Project Address I5Co 13 es,e1,, Ivy t Ai \a,.1-,� AZc_,zils FL 32.233 Contractor/Contact Name Apr•,14_5 Cs,n5�r•vz.kiUr, GP./ n e . Phone '1oL(- 151- ( Set Email c.11; 5 4 noroA45y, vl ca"1 Description of Proposed Revision /Corrections: Permit Fee Due 5 O.0 C.?) b•r,c_4-S..t LV\CS in C1vAG[j, ?Co aGC-1" (A—I)r'O+At •'AVVP �1.111‘An 511u1- ActdeciI Slt.gS 'kr\Li 1-a: l:nj Sy S c t-5t (SL1 .� u. - i�clt,dcz( Additional Increase in Building Value $ Additional S.F. By signing below,I 0 csge, Sk,fin L^ affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved A----- Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building / 7 Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities 7 /t 'a 0/ Q� Public Safety Date Fire Services OFFICE COPY y 4 :. CITY OF ATLANTIC BEACH tIti 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 7A Revision to Issued Permit Corrections to Comments /Permit# (✓�Q� �aD3� Project Address 1 55-6 13 .NA FL SZZ i Contractor/Contact Name /1/4-&,:>,7- \,,c �,,4.v L.-AI/row. C , ir.rt{, Phone `\ - 1T4" L cE 2 Email �l l; •i`Z r'.•r .�r� . .:.,yi Description of Proposed Revision/Corrections: Permit Fee Due $ AdH eorzc. c dLL h fpr,r.witl 94 . Additional Increase in Building Value $ Additional S.F. By signing below,I 1 rc\c„,,_ 5le :fv„ affirm the Revision is inclusive of the proposed changes. (printed name) i777 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved e Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: :ui ling `'Yl a • &Zoning Reviewed By Tree Administrator Public Works Public Utilities T f b- 2a L Q Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ````�� COPY ft� BEACH, FL 32233 ATLANTIC O F F i t PY (904) 247-5800 ;`U16>r BUILDING REVIEW COMMENTS Date: 6/11/2018 Permit#: RESO18-0030 Site Address: 1550 BEACH AVE Review Status: RE#: 171872 0000 Applicant: MORALES CONSTRUCTION CO., INC. Property Owner: IBACH MICHAEL Email: collie@moralesgroup.com Email: marcy.ibach@gmail.com Phone: 9042969559 Phone: 904.910.6362 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. 160 -• •. - '-e o" is .. - - : • • le: •• . v -' • secon•itones. u.mi - e . - • =RIDA BU • •• . , • . - • '_„ • . p : 7. /2-cc- • 7/L/ dd • 'rove.e .e ai e• ' . . '. • . ions or the glass pane guar.s o se in -• . - .orc• s. . Provide information that clearly shows that the glass panel guard system meets the requirements of ,� 7.2,. :308.3 and R308.3.1, 6th Edition of the FBC-Residential • •'- #71r 4. Pe _ :R . - .. • . . - . - - e •' - - • .4 to fr. •••• • •• •• • -• - - •- - .- . .- • • - - s. Ric. 7/z7/z./.P/ .i�'a' • • • - • . -s o e on.a 'ro•uct • pproval Information Sheets for al componen s an• c as stn. items. I am seeing the words `replacement window', `single ply bitumen membrane on 4" rigid •• lation' Borel sidin• and soffit 6. In _e . - . . . • .- _ • - - .• .. • • -• - , . . . - - 'S-, openings in r. - . . -. ore an i m - , . . -. • - -•-. . . - i .. • • .. - .- . . , - ; - . ••ch i ough sphere-pass . /2-<<,. 7414704 /1 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 / 904.247.5844 ernai/eel P/N v;eL., ComYYP✓t'I1. 6 '/.2'/Y m0 FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 6/27/2018 9:13:21 PM Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: lbach Addition Builder Name: Street: 1550 Beach Ave Permit Office: Atlantic Beach OF C I C E COPY O ' Y City,State,Zip: Atlantic Beach,FL, Permit Number: r �.J Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(354.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 353.97 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 0(0) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (150.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 150.00 ft2 6. Conditioned floor area above grade(ft2) 150 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(0.0 sqft.) Description Area a. U-Factor: N/A ft2 SHGC: b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 6.0 SEER:33.10 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 8.7 HSPF:13.50 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.000 14.Hot water systems -None required a. Cap:N/A 8. Floor Types (150.0 sqft.) Insulation Area a.Slab-On-Grade Edge Insulation R=0.0 150.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.000 Total Proposed Modified Loads: 3.42 PASS Total Baseline Loads: 7.03 I hereby certify that the plans and specifications covered by Review of the plans and :••'•�'CKE.ST.gr• this calculation are in compliance with the Florida Energy specifications covered by this .'•ti�''.:.�:. ' "SFO••': Code. calculation indicates compliance ?ya„ter'' , � p� Ryan B.Ellis !. .':::":-'--714?:::: ''''''''.4.1"A ° Q 4,,te,ywith the Florida Energy Code. :rn�,. `:€r�;;;.• ,ti,�`s PREPARED BY: Before construction is completed ' `' i DATE: 6127/18 this buildingwill be inspected for . 'Yry i O' p : c9`•. r ,b : compliance with Section 553.908 `.. �,� I hereby certify that this building,as designed, is in compliance Florida Statutes. '=.•r,�C.., .. S with the Florida Energy Code. Ob wi'L'4P••' OWNER/AGENT: _ exam- .i BUILDING OFFICIAL: •• DATE: _ -2`2 ./. .. - DATE: 7-9 .)01V'' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 6/27/2018 9.13 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Ibach Addition Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 150 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1550 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 150 1215 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Addition 150 1215 No 1 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Addition 43.7 ft 0 150`Y ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Composition shingles 151 ft2 6 ft2 Medium 0.6 No 0.3 No 0 4.8 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 150 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Addition 19 • Blown 150 ft2 0.11 Wood 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent S Cavity Width Height Sheathing Framing Solar Below Space# Ornt To _WaILType p R-Vahie Ft In Ft In Area R-JJIue_Fraction-Absor Grnde%- 1 S Exterior Frame-Wood Addition 13 10.5 8.1 85.1 ft2 0.05 0.170000 0 2 E Exterior Frame-Wood Addition 13 16 8.1 129.6 ft2 0.05 0.170000 0 3 N Exterior Frame-Wood Addition 13 10.5 8.1 85.1 ft2 0.05 0.170000 0 4 E Exterior Frame-Wood Addition 13 6.7 8.1 54.3 ft2 0.05 0.170000 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Addition None .46 3 6.7 20.1 ft2 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00036 141.8 7.78 14.63 .2774 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/Supplemen None HSPF:13.5 8.7 kBtu/hr 1 Ductless COOLING SYSTEM 1 # System Type Subtype Efficiency Capacity Air Flow_ SHR Block Ducts 1 Central Unit/Supplemental for a None SEER:33.1 6 kBtu/hr 180 cfm 0.75 1 Ductless SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma [X Jun Jul X Au X Se [[ Oct Nov Dec HeatinX Jan X Feb lX Mar Apr l May [ Jun 1 Jul l Augl Sep E Oct X Nov Dec VentingJan Feb X Mar X Apr [ Ma [ Jun Jul [ Aug [ SepOct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 49 The lower the EnergyPerformance Index, the more efficient the home. 1550 Beach Ave, Atlantic Beach, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area a.Frame-Wood,Exterior R=13.0 353.97 ft2 2. Single family or multiple family Single-family b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 0(0) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=19.0 150.00 ft2 6. Conditioned floor area(ft2) 150 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: N/A ft2 11.Ducts R ft2 SHGC: b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 6.0 SEER:33.10 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 8.7 HSPF:13.50 Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.000 8. Floor Types Insulation Area 14.Hot water systems -None required Cap:N/A a.Slab-On-Grade Edge Insulation R=0.0 150.00 ft2 a. EF: b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building THE STgT•'' Construction through the above energy saving features which will be installed (or exceeded) 0: o'•. in this home before final inspection. Otherwise, a new EPL Display Card will be completed y ; based on installed Code compliant features. 4 o4 Builder Signature: 444.1_ Date: 0 +;' _ / City/FL p: Address of New Home: S� i�.l /6-e Ci /FL Zi . �� a . CODWE•��' / G *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1550 Beach Ave Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(MandatoryThe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagANindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufactun handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatorynleated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacyWhen installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatofle energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting R404.1.1 Lighting equipment(Mandatoryfuel gas lighting systems shall not have continuously burning pilot lights. 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Ibach Addition Builder Name: Street: 1550 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Ibach Addition Builder Name: Street: 1550 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 150 sq.ft. Cond.Volume: 1215 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50)* : 3 Pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either SO -CHE ST9l `' performance results demonstrate compliance individuals as defined in Section � a ; :per : with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or ,• • ,...>,/,. individuals licensed as set forth in F ;oh,n •." ,; O� • accordance with Section R402.4.1.2. Section 489.105(3)(f), (g), or(i)or an -� �: approved third party. A written report of the results of the test shall be signed '; ,,`, �+0` ° ; . o- , SIGNATURE: by the third party conducting the testA;C.y ,• . and provided to the code official. ...*-•e°1) - p..D �? • PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 6/27/2018 9:13 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 1 Summary Summary ect Pro Job: 4wrightsoft` Date: 6/20118 New Closet By: M.Ellis Manual J Energy Design Systems,Inc, 11727 Brady Rd,Jacksonville, FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email eds,iax@gmail.com Pro'ect Information For: Ibach Addition 1550 Beach Ave,Atlantic Beach, FL Notes: New Closet addition to be serviced by an existing HVAC unit. The new ductless unit will service the new Storage Addition. Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 507 Btuh Structure 167 Btuh Ducts 91 Btuh Ducts 131 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 598 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 298 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 35 Btuh Ducts 27 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 21 2Equipment latent load 63 Btuh Volume(ft3) 170 170 Air changes/hour 1.74 0.35 Equipment total load 360 Btuh Equiv.AVF (cfm) 5 1 Req. total capacity at 0.70 SHR 0.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AH RI ref Coil AH RI ref Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 12 cfm Actual air flow 12 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r 1 f1tSOf C' 2018-Jun-27 21:15:24 W 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ..I J\Ibach Addition, 1550 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: E Summary Job: wrightsoft4 1 Date: 6/20/18 New Storage By: M.Ellis Manual J Energy Design Systems,Inc, 11727 Brady Rd,Jacksonville, FL 32223 Phone 904-268-3670 Fax. 904-268-3670 Email eds.jax@gmail.com Pro'ect Information For: Ibach Addition 1550 Beach Ave,Atlantic Beach, FL Notes: New Closet addition to be serviced by an existing HVAC unit. The new ductless unit will service the new Storage Addition. Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3180 Btuh Structure 3769 Btuh Ducts 598 Btuh Ducts 927 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3777 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 . Infiltration Equipment sensible load 4695 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 596 Btuh Ducts 194 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 129 129 Equipment latent load 790 Btuh Volume(ft3) 1045 1045 Air changes/hour 1.57 0.32 Equipment total load 5485 Btuh Equiv.AVF (cfm) 27 5 Req. total capacity at 0.75 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Make Mitsubishi Trade Mr. Slim Trade Mr. Slim Model MUZ-FHO6NA Cond MUZ-FHO6NA AHRI ref 8797130 Coil MSZ-FHO6NA AH RI ref 8797130 Efficiency 13.5 HSPF Efficiency 14.7 EER, 33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 47°F Latent cooling 1800 Btuh Temperature rise 40 °F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point= 22 °F Backup: Input = 1 kW, Output = 3544 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighi-QOft' Right-Suite®Universal 2017 17.0.17 RSU17457 2018-Jun-27 21:15:24 ' " Page 2 ACCN ...I J lbach Addition, 1550 Beach Ave,Atl Bch rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: wrightsoft p p Date: 6/20/18 New Storage By: M.Ellis Energy Design Systems,Inc, 11727 Brady Rd,Jacksonville,FL 32223 Phone-904-268-3670 Fax:904-268-3670 Email eds.jax@gmail com Project Information For: Ibach Addition 1550 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 4695 Btuh Entering coil DB: 76.0°F Outdoor design WB: 77.4°F Latent gain: 790 Btuh Entering coil WB: 62.7°F Indoor design DB: 74.0°F Total gain: 5485 Btuh Indoor RH: 50% Estimated airflow: 200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Model: MUZ-FHO6NA+MSZ-FHO6NA Actual airflow: 200 cfm Sensible capacity: 4860 Btuh 104% of load Latent capacity: 1140 Btuh 144% of load Total capacity: 6000 Btuh 109%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 3777 Btuh Entering coil DB: 67.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Model: MUZ-FHO6NA+MSZ-FHO6NA Actual airflow: 200 cfm Output capacity: 8700 Btuh 230% of load Capacity balance: 22 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 200 cfm Output capacity: 1.0 kW 94% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. Pik wrightsoft 2018-Jun-27 21:17:29 e 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 KX ..I J\lbach Addition, 1550 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: E OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR ST JOHNS COUNTY, FLORIDA. Project Name: Ibach Renovation Permit: � U / - 0030 Project Address: 1550 Beach Avenue Atlantic Beach, FL 32233 Category/Subcategory Manufacturer Product Description Limitation of Use State# A.Exterior Doors 1.Swinging 2.Sliding 3.Sectional 4. Roll Up 5.Automatic _ 6.Other(Storefront Door) B.Windows Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Impact Resistant: No Design Pressure:+25/-25 Other:Configurations of glass conform to latest ASTM E1300 standard and shall be 1.Single hung Pella Corporation Vinyl Fixed Window safety glazed where required by FBC. FL6694.1 2.Horizontal slider 3.Casement 4.Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other C.Panel Wall Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Impact Resistant:No Design Pressure:N/A 1.Siding Boral TrueExterior Siding Other: FL17285.2 Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Impact Resistant:No Design Pressure:N/A 2.Soffits Boral TrueExterior Siding Other: FL17285.2 3.EIFS 4.Storefronts 5.Curtain wall 6.Wall louvers 7.Glass block 8. Membrane 9.Synthetic stucco 10.Stone Veneer 11.Other D.Roofing Product 1.Asphalt shingles 2.Underlayments 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 singles.shakes 12. Roofing slate f-* OFFICE COPY . 13.Liquid applied roofing 14.Cement-adhesive 15.Roof tile adhesive 16.Spray applied polyurethane 17.Other E.Shutters 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.Structural Components 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-off 11.Wall 12.Sheds 13.Other G.Skylights 1.Skylight 2.Other H.New Exterior Envelope Prods. The products listed below did not demonstrate product approval at time of plan review.I understand that before these products can be inspected,they must be submitted for review for code compliance and approved by a Plans Examiner.This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and require information. Authorized Project Agent:_ Ellis Barton "1 (Contractor or Design Professional) (Print Name) (Signature) Company Name: Morales Construction Co.,Inc. Mailing Address: 6950 Philips Highway,Suite 15 City: Jacksonville,FL 32216 Telephone Number: 904-296-9559 Fax Number: 904-296-5846 Cell Phone Number:(904)759-6582 Email Address: ellis@moralesgroup.com tntertek OFFICE COPY Total Quality.Assured. LIV BUILDING PRODUCTS SCOPE OF WORK TESTING OF INVISIRAILTM TO ASSESS RESISTANCE TO LIVE LOADS FOR EXTERIOR GUARDS AS PRESCRIBED IN THE 2018 IRC. REPORT NUMBER 103287266TOR-001R1 TEST DATE(S) 11/10/17 - 02/09/18 ISSUE DATE 02/20/18 11113.4. 111111.1111. RECORD RETENTION END DATE 02/20/23 PAGES 17 DOCUMENT CONTROL NUMBER • GFT-OP-10C © 2017 INTERTEK Inter txk6225 Kenway Drive Mississauga,ON,L5T 2L3 Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 CUSTOMER FULL NAME LIV Building Products 6050 Owen Road Uxbridge,ON, L6P 1R1 SCOPE Intertek Building&Construction (B&C)was contracted by LIV Building Products(LIV)to perform testing of InvisiRialTM guard systems to assess resistance to the Live Loads prescribed in the 2018 International Residential Code,Sentence R301.5 d,f, h, and Table R301.5. Shot bag impact testing was additionally requested in accordance with ASTM E2353-16 Performance of Glazing in Permanent Railing Systems,Guards and Balustrades,section 13.3. The testing was performed during the period November 10,2017 to February 9,2018. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. SUMMARY OF TEST RESULTS The SLX InvisiraillM and SS InvisiRailTM guard systems,with a maximum 70 in.long tempered glass glazing infill,as detailed in this report demonstrated resistance to the Live Loads prescribed in the 2018 International Residential Code, Sentence R301.5 d,f, h, and Table R301.5. Safety factors as outlined in this report were applied to the specified Live Loads. The SLX InvisirailTM and SS InvisiRailTM guard systems, with a maximum 70 in. long tempered glass glazing infill, as detailed in this report resisted a shot bag impact of 100 lb swung from a height of 48 in. For INTERTEK B&C: COMPLETED BY: Vern Jones REVIEWED BY: Joe DeRose, P. Eng. TITLE: Technician TITLE: Project Engineer SIGNATURE:U SIGNATURE: DATE: 02/20/18 DATE: 02/20/18 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report.Only the Client is authorized to permit copying or distribution of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.The observations and test results in this report are relevant only to the sample(s)tested.This report by itself does not imply that the material,product,or service is or has ever been under an Intertek certification program. Version:05/10/2017 Page 2 of 17 GFT-OP-10c t ` • IE ('IE1ksaug Ke,ON,nw LDriveL Mississauga, 2L3 Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 EQUIPMENT Calibration of test equipment was performed by Intertek B&C in accordance with ISO 17025 requirements. Table 1—Equipment Instrument/Equipment Asset# Calibration Due Date Powerfist 24 in.stroke hydraulic ram n/a n/a Electric Hydraulic Pump n/a n/a Load Cell with Display 280-01-0774 Jan 15,2019 600 mm Scale 280-01-1234 Feb 13,2018 Mitutoyo Digital Indicator 280-01-0585 Mar 28,2018 TEST PROCEDURE The IRC specified Live Loads are summarized in Table 2 below: Table 2—2015 IRC Minimum Specified Loads Load Applied at any Point and Any direction at Horizontal Load Applied Elements Within the Maximum Height of the Guard the Guard, Including Solid Panels and Pickets Concentrated load of 200 lbf (0.89 kN ) Concentrated load of 50 lbf(0.224 kN ) applied at any point on infill elements The applicable test loads to be applied are based on the specified loads in Table 2 increased by a safety factor of 4 for loads applied to the glass glazing in accordance with 2018 IRC R301.4 note h,and a safety factor of 2.5 applied to the metal top rail and post. The deflections of the guard system components under the specified and factored loads were measured and are detailed in this report. Vertical Concentrated Load-Continuous Top Rail A downward concentrated load of 2.22 kN (500 lbf) was applied to the stainless steel top rail by means of a loading system comprised of a calibrated load cell/single ram/pump system and a 100 mm by 100 mm platen. After release of the load, the system was evaluated for failure, evidence of disengagement of any component, and visible cracks in any component. Version:MM/DD/YY Page 3 of 17 GFT-OP-10c tntcrtck 6225 Kenway Drive Mississauga,ON,L5T Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 Horizontal Concentrated Load-Continuous Top Rail A concentrated horizontal load of 2.22 kN (500 lbf) was applied to the stainless steel top rail at the midspan, and separately centered over the post, by means of the loading system comprised of a calibrated load cell/single ram/pump system and a 100 mm by 100 mm platen. After release of the load, the system was evaluated for failure, evidence of disengagement of any component,and visible cracks in any component. Horizontal Concentrated Load-Continuous Top Rail End Connection(Corner Condition) For the testing of a corner condition a post, 1588mm glass in-fill panel and a return continuous top rail was added perpendicular to the guard assembly. The return section was restrained so as to create a fixed continuous top rail return. An outward concentrated horizontal load of 2.22 kN (500 lbf)) was applied to the continuous top rail adjacent to the corner by means of the loading system comprised of a calibrated load cell/single ram/pump system and a 100 mm by 100 mm platen. After release of the load, the system was evaluated for failure, evidence of disengagement of any component and visible cracks in any component. Horizontal Concentrated Load-Post A concentrated horizontal load of 2.22 kN (500 lbf) was applied to continuous the top rail at the post location by means of the loading system comprised of a calibrated load cell/single ram/pump system and a 100 mm by 100 mm platen. After release of the load, the system was evaluated for failure, evidence of disengagement of any component, and visible cracks in any component. Horizontal Load on Infill An outward concentrated horizontal test load of 0.89 kN (200 lbf) was applied to the center of the glass light by means of the loading system comprised of a calibrated load cell/single ram/pump system and a 100 mm by 100 mm platen. After release of the load, the system was evaluated for failure, evidence of disengagement of any component, and visible cracks in any component. Shot Bag Impact on Infill A test apparatus capable of supporting a 45.4 kg (100 lbs) and allowing unimpeded swinging was set up. A 45.4 kg(100 lbs)shot bag was suspended from the overhead support via a 1.83 m (6') cable and positioned to impact the geometric centre of the glass infill panel. The shot bag was pulled back and upwards through an arc shaped trajectory to the required test height and then released, impacting the centre of the glass infill panel. The test was performed at 540 J (400 ft•Ibs). Version:MM/DD/YY Page 4 of 17 GFT-OP-10c s. irn tLrIc?'k 6225 Kenway Drive Mississauga,ON,L5T Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 TEST SPECIMEN DESCRIPTION The SLX Invisirail' guard system tested consisted of two aluminum end posts, an interior InvisPost aluminum post, a continuous stainless steel tube top rail, and two 10 mm tempered glass infill panels. For the corner condition test, the return guard section described in Section 4 was connected to the test guard at the SLX InvisirailTM end post. When installed,the guard length, center-to-center of post,for the two sections measured 71 in. (1803 mm)and 73 (1854mm).As installed,the top of the top rail was 42.5 in. (1080 mm) up from the floor surface. The SS InvisRailTM guard system as tested and detailed in Intertek report 102784150TOR-001a IRC dated September 6, 2017 consisted of two stainless steel InvisiPosts, a continuous stainless steel tube top rail, and one 10 mm tempered glass infill panels. For the corner condition test, a return guard section was connected to the test guard at the end post. GUARD ASSEMBLY DESCRIPTION The InvisirailTM guard system component descriptions and key dimensions are summarized in Table 3. Table 3: Guard Assembly Description Part Reported Component Part /Drawing Part Dimensions(mm) Material Number Length Width Thickness In.(mm) in.(mm) In.(mm) InvisiPost Post welded to 4.75 in. 2.83 (72)to Aluminum Post, (121 mm) x 2.5 in. (64 mm) 1511.2391 42.5 1.89(48) 0.394 Aluminum Surface Mount x 0.375 in. (9.5mm) (1080) (10) surface mount base. taper InvisiPost SS Post welded to 4.75 in. 2.5(64)to Post, Surface (121 mm) x 2.5 in.(64 mm) 1406.0793 42.5 1.50(38) 0.315(8) Stainless Steel Mount x 0.375 in. (9.5mm)surface (1080) taper mount base. ALX HD Post welded to 5.0 in. Aluminum Post (127mm) x 5.0 in. 44 2.5(64)x 0.150 (for SLX (127mm)x 0.375 in. IN136608 (1118) 2.5(64) (3.8) Aluminum InvisirailTM), (9.5mm)surface mount Surface Mount base. Version:MM/DD/VY Page 5 of 17 GFT-OP-10c trlt ?t'tc?ksaug Kenway Drive Mississauga,ON,LST 2L3 Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 Table 3: Guard Assembly Description Part Reported Component Part /Drawing Part Dimensions(mm) Material Number Length Width Thickness In.(mm) in.(mm) In.(mm) Continuous Top Rail 152 1.654 0.063 Stainless Steel Rail (3861) (42)OD (1.6) 1412.246 3(male Rail Corner Multi Angle section), Per Appended Drawing(s) Stainless Steel Fitting 1412.367 8(female section Inline-Rail to Post Bracket 1711.0736 Per Appended Drawing(s) Stainless Steel Corner—Rail to Post 1711.0712 Per Appended Drawing(s) Stainless Steel Bracket 69.8 38.9 0.394 Glass Light (1773) (987) (10) 10mm Tempered Glass - Tempered 67.9 38.9 0.394 Glass (1588) (987) (10) Clamp s(4 per section) located 75 mm up from lower edge of glass, and 60 mm down from upper 64 45 6.3 Stainless Steel edge of glass on both sides. Glass Clip Sandwich M6x1.0 Countersink 10mm screw Stainless Steel Fasteners(2 each) type Glass Retaining Pin - 20 by 8 OD Stainless Steel Retaining Pin Bushing - 8 by 12 OD Nylon SPECIMEN PREPARATION The test guard assembly was assembled by the client. For testing of the guard assemblies,the post surface mount flanges were anchored to concrete and wood substrate as follows: Number of Concrete Slab 6 x 6 SPF Wood Beam Fasteners InvisiPost Aluminum Surface 6 Mo sInviiPost SS Surface Mount t Cobra Tork concrete screw US FastenersTM 2-22 6 anchors( 5/16 X 3 inch) 106000(3/8 x 6 in.) ALX HD Aluminum Surface 4 Mount(for SLX InvisirailTM) Version:MM/DD/YY Page 6 of 17 GFT-OP-10c 6 n tErte k aug ON, T 23 Mississauga,Kenway LST Drive Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 CONDITIONING The guard specimens were tested in the laboratory under ambient conditions. No specific conditioning parameters were required before testing. TESTING OF SLX INVISIRAILTM Required/APpl Outward Load Type IRC Specified Applicable led Factored Load Live Load Load Safety Factor Load Deflection Resistance (mm) In-fill Load 0.224 kN 0.89 kN 4 22 Pass (50 lbf) (200 lbf) Midspan Vertical 0.89 kN 2.22 kN Concentrated Load at ( 2.5 (500 lbf) 28 Pass Continuous Top Rail ZOO lb f) Midspan Horizontal 0.89 kN 2.22 kN Concentrated Load at 2.5 35 Pass Continuous Top Rail (200 lbf) (500 Ibf) Adjacent to Post 0.89 kN 2.22 kN Concentrated Load at (200 lbf) 2.5 (500 Ibf) 25 Pass Continuous Top Rail Top of Post Concentrated 0.89 kN 2.22 kN Load (200 Ibf) 2.5 (500 lbf) 25 Pass Corner Condition Adjacent 0.89 kN 2.22 kN to Post Concentrated Load (200 lbf) 2.5 (500 lbf) 6 Pass at Continuous Top Rail No evidence of disengagement or visible cracks were observed in any component of the guard system The SS InvisRailTM guard system was tested as detailed in Intertek report 102784150TOR-001a IRC dated September 6,2017. SHOT BAG IMPACT TESTING OF GUARD SYSTEMS The 70 in. (1773mm) tempered glass infill panel secured to posts was tested at the 540 J (400 ft•Ibs) impact level. The tempered glass panel was unbroken and the panel was retained. The bottom left glass clip fastener was loosened but did not disengage from the post. Version:MM/DD/YY Page 7 of 17 GFT-OP-10c to torte k6225 Kenway Drive Mississauga,ON,L5T 2L3 Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 CONCLUSION Intertek has conducted testing for LIV Building Products on the SLX InvisiRail®guard system. The SLX InvisirailTM and SS InvisiRailTM guard systems,with a maximum 70 in. long glass glazing infill, as detailed in this report demonstrated resistance to the Live Loads prescribed in the 2018 International Residential Code,Sentence R301.5 d,f, h, and Table R301.5. Safety factors as outlined in this report were applied to the specified Live Loads. The SLX lnvisirailTM and S5 InvisiRailTM guard system, with a maximum 70 in. long glass glazing infill,as detailed in this report resisted a shot bag impact of 100 lb swung from a height of 48 in. DRAWINGS Version:MM/DD/YY Page 8 of 17 GFT-OP-10c tntc"rtCk6225 Kenway Drive Mississauga,ON,L5T 2L3 Total Quality.Assured. Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date:02/20/18 o~ h `$ ~ CV I h r cvi IxE x1 E 1 J x �sss �l 2 Fs' d xl .h _ ...„, ,..,„.... t I I,: , , r .. . tx i1 i .„.c i 11/1 w n i 1p4� ^ ZH 5dD7p ��5 eN EdS W ! vi . 1 r Version:MM/DD/YY Page 9 of 17 GFT-OP-10c .. tntertek 6225 Drive Mississauga,ON,LST 2L3 Total Quality.Assured. 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Telephone: 905-678-7820 Facsimile: 905-678-7131 www.intertek.com/building TEST REPORT FOR LIV BUILDING PRODUCTS Report No.: 103287266TOR-001R1 Date: 02/20/18 REVISION LOG REVISION# DATE PAGES REVISION 0 02/20/18 N/A Original Report Issue—February 14, 2018 1 02/20/18 All Added references to SS Invisirail Version:MM/DD/YY Page 17 of 17 GFT-OP-10c C0 M'.uN 1 Y DEVEMPMERT .E y 1/2" r0.7 0.4= REA CH A VENUE (40,191w) 50.00' (R) �--� 50.30' (M) CONC.' ' 4� �-0.7': BLOCK —I -A WALLS CONC ;, wN C. a h 1/2" ... a-2.1' a 1 sV o a v • •CO 4' o DRIVV N I .n I z f 16.4' 1 ' U ' UP LEVEL 1 I'76, — o 'C LOT 10 0 BLOCK 63 I $ —x— rEQ 34.7' CONC. CONC. CONC. CO POOL A/C 'ADS w FRAME ti 47W CM W 3/8 1, P. .4' 0 ° -0.5' 0.31LOT 7 1�1_ I O.r 17' g3'a2 BLOCK 63 `�' 'X D o. 1/2' REBAR o.8 2.0' 49.74' (,y) - LB.5878 50.00' (R) 1 ° LOT 9 BLOCK 63 LOT 8 BLOCK 63 SITE PLAN 00' (R) ' ( )5M) LOT 6 BLOCK 63 LOT 5 BLOCK 63 DoT 4 6LOCK 63 s' 2' REW SOC SURV L8.5488 LOT 3 BLOCK 63 DRAWING INDEX: T1 TITLE SHEET AND CODE INFORMATION Al RENOVATION PLANS A2 EXTERIOR ELEVATIONS AND DETAILS A3 SECTIONS AND DETAILS BUILDING CODE SUMMARY CODE JURISDICTION: CITY OF ATLANTIC BEACH 2017 FLORIDA BUILDING CODE 6TH EDITION ALTERATION LEVEL: LEVEL 2 CONSTRUCTION TYPE: EXISTING TYPE VB (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO OCCUPANCY CLASSIFICATION: R3: RESIDENTIAL PROVIDE INSULATION PER CODE -R-38 CEILING, R-13 WALLS PROPOSED IBACH RESIDENCE EXTERIOR RENOVATION 1550 BEACH AVENUE ATLANTIC BEACH, FL 32233 PERMIT SET - DATE ISSUED: APRIL 30, 2018 1-1 OFFICE COP REVISION a # -So DATE�p//� SIGNED t7jr) ` ARCHITECT: THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FLORIDA 32250 904-536-8268 Florida License #AR0017624 CONSULTANT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -001'3060 FL. ID -4621 W FpJ BAYS '- — CITY OF ATLANTIC B OVER hR. o 2p' . N Z::) CON C. a CY) ✓�M+tX� 12.7' 0.9' 7.7' _COVD 6.6' o I Q c4 n CONC. LL 0 5.8' _ W 7.7' .� C) N WUw 3 STORY ry< MASONRY 6'6' m °'4 NO. 1550 CONC. WELL C) COVD C) I- 6.6' 7 0 � �Q m ~14 II�jI O N ! 1 I'76, — o 'C LOT 10 0 BLOCK 63 I $ —x— rEQ 34.7' CONC. CONC. CONC. CO POOL A/C 'ADS w FRAME ti 47W CM W 3/8 1, P. .4' 0 ° -0.5' 0.31LOT 7 1�1_ I O.r 17' g3'a2 BLOCK 63 `�' 'X D o. 1/2' REBAR o.8 2.0' 49.74' (,y) - LB.5878 50.00' (R) 1 ° LOT 9 BLOCK 63 LOT 8 BLOCK 63 SITE PLAN 00' (R) ' ( )5M) LOT 6 BLOCK 63 LOT 5 BLOCK 63 DoT 4 6LOCK 63 s' 2' REW SOC SURV L8.5488 LOT 3 BLOCK 63 DRAWING INDEX: T1 TITLE SHEET AND CODE INFORMATION Al RENOVATION PLANS A2 EXTERIOR ELEVATIONS AND DETAILS A3 SECTIONS AND DETAILS BUILDING CODE SUMMARY CODE JURISDICTION: CITY OF ATLANTIC BEACH 2017 FLORIDA BUILDING CODE 6TH EDITION ALTERATION LEVEL: LEVEL 2 CONSTRUCTION TYPE: EXISTING TYPE VB (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO OCCUPANCY CLASSIFICATION: R3: RESIDENTIAL PROVIDE INSULATION PER CODE -R-38 CEILING, R-13 WALLS PROPOSED IBACH RESIDENCE EXTERIOR RENOVATION 1550 BEACH AVENUE ATLANTIC BEACH, FL 32233 PERMIT SET - DATE ISSUED: APRIL 30, 2018 1-1 OFFICE COP REVISION a # -So DATE�p//� SIGNED t7jr) ` ARCHITECT: THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FLORIDA 32250 904-536-8268 Florida License #AR0017624 CONSULTANT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -001'3060 FL. ID -4621 W PLIANCE `y) CITY OF ATLANTIC B CH M SEE PERMITS FOR ADDITI NAL N Z::) TIONS CY) W Z -I Q W LL > Q _ W C) WUw ry< m LU 00 C) C) I- UL0Z Q �Q m ~14 1 A6-22-18 REVISIONS PER CITY COMMENTS DATED 6/11/18 DATE ISSUED - APRIL 30, 2018 NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. REVIEWED FOR CODE CO PLIANCE TITLE CITY OF ATLANTIC B CH SHEET SEE PERMITS FOR ADDITI NAL REQUIREMENTS AND CON TIONS A N D REVIEWED BY: Irn � DATE: �' �� t CODE INFORMATION e i r"EVEI OPMENT App R- Ovt T1 PERMIT SET FIRST FLOOR PLAN DEMO PLAN SCALE: 3/16" = 1'-0" cD z 0 C0 0 LU z z_ Q a w W z z (V EO 0 U U) �o b N 0 F_ EXTEND WALL 6" — FULL HEIGHT W/ P.T FRAMING 2 A3 T_6" NEW SHOWE I 3'-4" NEW STAIR 21'-7" ALL NEW STAIR AND SHOWER ENCLOSURE TO BE FRAMED W1 P T WOOD STAIR TREADS & SHOWER ENCLOSURE WALL TO BE CLAD IN IPE STRUCTURAL COLUMNS TO BE CLAD IN BORAL TRIM AND PAINTED TO MATCH TRIM 13 34'-5" PAINTED BOREL SIDING IPE CEILING SOFFIT ABOVE NOTE: AL _ STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF ME ABRANE AND INSULATION AS REQUIRED INSTALL NEW 1x10 BORAL CHANNEL SIDING PAINT AND CAULK ALL NEW BOREL CHANNEL SID NG COLOR'N PER OWNER'S SELECTION IPE CEILING SOFFIT ABOVE REPAIR ALL CRACKS @ O STUCCO COVERED BLOCK WALLS 0 U WATERPROOF AND PAINT COLOR'B' PER :D OWNER'S SELECTION U w TYPICAL ALL BLOCK STUCCO WALLS Uj > b Il I N 7 A2 A2 I I IIW CLOSET 6-0" PAINTED SII O U w z ofco 16-0" NEW SIDING CUT BACK BLOCK B HORIZONTAL SIDING FENCE AS NEEDED FIRST FLOOR LAN SCALE: 3/16" = T-0" -5" A.F.F. 1 A3 6'-J" NEWISIDING Cr Z 0 I�'I 6'-1"STA) R ��+7" A.F.F. STEP +3" A.F.F. oL STEP -1" A.F.F. OL STEP EXTEND WALL 6" /FULL HEIGHT WI O P.T. FRAMING z 0 co w Q U w W IPE PRIVACY SLATS OVER NEW SHOWER 0 O z 0 C0 0 LU H Z Q a w LU z z (V M 3'-6" NEW SHOWER 9'-4" NEW STAIR 19' NOTE: ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 1x10 BORAL CHANNEL SIDING PAINT AND CAULK ALL NEW BOREL CHANNEL SIDING COLOR'N PER OWNER'S SELECTION REPLACEMENT WINDOW 6-0" BOREL SIDIN O z 0 U F- w W co NEW IPE STAIRS W/ OPEN RISERS SEE DETAIL 9/A-2 RISERS NOT TO ALLOW A 4" SPHERE TO PASS THROUGH TO MEET FBC R311.7.5.1 %N�KSTNi8p18'SHOWER ENCLOSURE TO BE FRAMED W/ P.T. WOOD STAIR TREADS & SHOWER ENCLOSURE WALL TO BE CLAD IN IPE STRUCTURAL COLUMNS TO BE CLAD IN BORAL TRIM AND PAINTED TO MATCH TRIM J— — — — — — — — 3'-4" REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B' PER OWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS REMOVE EXISTING -1 - CLOSET WALLS FOR NEW ENTRY LOCATION RELOCATE POWER & AUDIO PER OWNER'S DIRECTION NEW BEAM W/ METAL CAP AM W/ MET NEW rl ft"'11, im �_ — — O / w U N / � I_11 16-0" PAINTED BOREL SIDING SECOND FLOOR PLAN SCALE: 3/16" = 1'-0" EXISTING IPE DECKING TO REMAIN 44 CLAD COLUMNS W/ GLASS HANDRAIL S�]Y 6'-1" STAIR COMMUNITY DEVELOPMENT APPROVED v NEW FRAMING SUPPORTED BY METAL POST & BEAMS (SEE STRUCTURAL) EXTEND NEW ROOF MATERIAL AND IPE DECKING OVER NEW FRAMING REMOVE EXISTING IPE DECK AND SLEEPERS REPAIR AND INSTALL NEW ROOF MATERIAL INCLUDE FLUID APPLIED WATERPROOFING INSTALL NEW IPE DECK AND SLEEPERS TO EXTEND OVER EXISTING & NEW BALCONY LOCATION REMOVE EXISTING KNEE WALL ALIGN W/ EXISTING PARAPET ALONG VM/ HANDRAIL CAST IN PLACE 2" CONCRETE DECK O Z REMOVE EXISTING COLUMNS NEW BEAM PER STRUCTURAL 0 co N Z�M 0 W U w 0 Uj > O_zboa W = _ !] J 0 U < F U 00 AREA UNDER EXISTING FIRST �., W U FLOOR PORCH TO BE ENCLOSE q co AND CONDITIONED Ute~ (SEE STRUCTURAL) zNEW 14' 8" NEW ENCLOSED STORA E CUT BACK BLOCK B HORIZONTAL SIDING FENCE AS NEEDED FIRST FLOOR LAN SCALE: 3/16" = T-0" -5" A.F.F. 1 A3 6'-J" NEWISIDING Cr Z 0 I�'I 6'-1"STA) R ��+7" A.F.F. STEP +3" A.F.F. oL STEP -1" A.F.F. OL STEP EXTEND WALL 6" /FULL HEIGHT WI O P.T. FRAMING z 0 co w Q U w W IPE PRIVACY SLATS OVER NEW SHOWER 0 O z 0 C0 0 LU H Z Q a w LU z z (V M 3'-6" NEW SHOWER 9'-4" NEW STAIR 19' NOTE: ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 1x10 BORAL CHANNEL SIDING PAINT AND CAULK ALL NEW BOREL CHANNEL SIDING COLOR'N PER OWNER'S SELECTION REPLACEMENT WINDOW 6-0" BOREL SIDIN O z 0 U F- w W co NEW IPE STAIRS W/ OPEN RISERS SEE DETAIL 9/A-2 RISERS NOT TO ALLOW A 4" SPHERE TO PASS THROUGH TO MEET FBC R311.7.5.1 %N�KSTNi8p18'SHOWER ENCLOSURE TO BE FRAMED W/ P.T. WOOD STAIR TREADS & SHOWER ENCLOSURE WALL TO BE CLAD IN IPE STRUCTURAL COLUMNS TO BE CLAD IN BORAL TRIM AND PAINTED TO MATCH TRIM J— — — — — — — — 3'-4" REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B' PER OWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS REMOVE EXISTING -1 - CLOSET WALLS FOR NEW ENTRY LOCATION RELOCATE POWER & AUDIO PER OWNER'S DIRECTION NEW BEAM W/ METAL CAP AM W/ MET NEW rl ft"'11, im �_ — — O / w U N / � I_11 16-0" PAINTED BOREL SIDING SECOND FLOOR PLAN SCALE: 3/16" = 1'-0" EXISTING IPE DECKING TO REMAIN 44 CLAD COLUMNS W/ GLASS HANDRAIL S�]Y 6'-1" STAIR COMMUNITY DEVELOPMENT APPROVED v NEW FRAMING SUPPORTED BY METAL POST & BEAMS (SEE STRUCTURAL) EXTEND NEW ROOF MATERIAL AND IPE DECKING OVER NEW FRAMING REMOVE EXISTING IPE DECK AND SLEEPERS REPAIR AND INSTALL NEW ROOF MATERIAL INCLUDE FLUID APPLIED WATERPROOFING INSTALL NEW IPE DECK AND SLEEPERS TO EXTEND OVER EXISTING & NEW BALCONY LOCATION REMOVE EXISTING KNEE WALL ALIGN W/ EXISTING PARAPET ALONG VM/ HANDRAIL CAST IN PLACE 2" CONCRETE DECK O Z 0 co N Z�M Q W U J 0 Uj > L.L W = U) 0 U < LL] PRECAST Z' CONCRETETREADS wm W/ TILE RISERS OVER WATERPROOF PRESSURE TREATED co a" PLYWOOD Ute~ (SEE STRUCTURAL) zNEW 2X4 EXTERIOR _ WALL WTH FLUID APPLIED �< WATERPROOFING IPET&G VERTICAL SIDING OFFICE COPY A B REVISED ARCHITECT: THOMAS J MNICH, PA, AIA 3618 1ST STREET SOUTH JACKSONVILLE BEACH, FLORIDA 32250 904-536-8268 Florida License #AR0017624 CONSULTANT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 FL. ID -4621 W co co N Z�M W Z J 0 Uj > L.L Q = U) U < LL] UW � wm co Ute~ QM �z `� J ~ W Q Q 6-22-18 REVISIONS PER CITY COMMENTS DATED 6/11/18 DATE ISSUED' APRIL 30, 2018 NOTE' DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF—SIZED. RENOVATION PLANS Al PERMIT SET I 2X10 STRINGERS A2 ATTACHED METAL TUBE W/ 9'-5 LED TAPE LIGHT BETWEEN SEE DETAIL 8/A2 J 2X6 IPE FRAME W/ - ANGLED SHADE 2X4 IPE HORIZONTAL MEMBERS SLATS ANGLED SHADE MEMBERS 7f SECOND FLOOR DECK I o N 3X3 METAL POST ATTACHED BELOW TO EXTERIOR WALL & NEW SHADE STRUCTURE DETAIL ABOVE 1 SCREEN WALL DETAIL A2 SCALE :1 /4" = V-0" 3 2X10 STRINGERS - A2 ATTACHED IN– METAL TUBE W/ LED TAPE LIGHT BETWEEN 7�, � 77 7, 2x6 IPE ANGLED SHADE Z MEMBERS X W U o � PAINTED METAL FRAME �'� '� • , . ,..,.. r-- �.; � 07, 2x10 IPE STRINGER LED TAPE LIGHTING z • ! - �?� aw:zwnn nrnas yucxb 8 CONNECTION DETAIL H4NDRAILTOMEET R308.3AND R308.3.1 6TH EDITION OF THE FBC RESIDENTIAL 8 GLASS PANEL DETAILS A2 CALE:N.T.S. GLASS PANEL RAILING SYSTEM SEE DETAILS 8/A2 STUCCO BEYOND 2" PRE NCRETE E EXISTING ROOF TO REMAIN LANDING & TREADS SET - RELOCATE PROVIDE BLOCKING OVER FLUID APPLIED F %� EXISTING WATERPROOFING OOR SILL TO ENCLOSE EXISTING OPEN SOFFIT VERTICAL BOREL SIDING NEW 1"x6" BOREL W/ TRIM @ STEPS 1 2" CAST IN PLACE NICKEL JOINT FLASHING- CONCRETE LANDING 3" PRESSURE TREATED 3 PAINTED SOFFIT & 4 OVER 4" SHEATHING FASCIA BOARD PLYWOOD SCREWED TO NEW WATERPROOFING 2x14 STRINGERS CLOSET EXISTING EXTERIOR SEE STRUCTURAL WALL WALL TO REMAIN 7 STAIR LANDING DETAIL 4 SOFFIT DETAIL — A2 SCALE 1/4" = V-0" A2 SCALE: 1 /2" = V-0" NEW SOFFIT DETAIL AT ALL SOFFITS WITH OVERHANGS —TYPICAL BETWEEN COLUMNS AND/OR EXTERIOR WALLS SEE DETAILS 8/A2 5 HANDRAIL DETAIL A2 SCALE:1 /4" = V-0" EXISTING STUCCO TO BE REPAIRED AND REPAINTED PROVIDE BLOCKING FOR 6" WALL EXTENSION (TYP. BOTH SIDES OF FRONT ELEVATION) SECOND FLOOR DECK -- NEW HORIZONTAL N / BOREL SIDING OVER FLUID 3X3 METAL POST APPLIED WATERPROOFING ATTACHED BELOW TO EXTERIOR WALL & - NEW STUCCO TO MATCH NEW SHADE STRUCTURE DETAIL ABOVE EXISTING AT 6" EXTENSION 2 SHADE STRUCTURE 6 WALL DETAIL A2 SCALE:1 /4" = V-0" A2 SCALE :1 /2" = V-0" 2X10 STRINGERS ATTACHED TO 2X6 FRAME METAL TUBE W/ LED TAPE LIGHTING ATTACHED TO BET3X3 METAL TUBE 2X10 STRINGERS ATTACHED W/ BRACKET AT FRONT OVERHANG 3X3 METAL POST 3 SHADE STRUCTURE FASCIA OR NEW END POST A2 SCALE: 1 /4" = V-0" N 100 HORIZONTAL BOREL CHANNEL = DING OVER FLUID — AP IED WATERPROOFING NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 7 10Y " �r — — — --TNSTALE NE�xTD 60RAL-CAANREL—STDTN — ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED IPE OPEN STAIRS OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS SEE STRUCTURAL NEW 1x10 HORIZONTAL 9 STAIR () DETAIL A2 SCALE:1 /4" = V-0" 2ND = 9'-1" ROCFTC :xisrINC REMAIN TYPICAL FOR ALL SOFFITS I SEE DETAIL 4/A2 w RAILING DETAIL < NEW 4" TRIM ON NEW 4"TRIM ON CLG. = 8'-1" EXISTING WINDOWS PRIVACY IPE SLATS — — — — — — — — STUCCO WALL Julianne N. Overby, RA EXTENSION • • EXTENSION �—_ NEW HORIZONTAL 1x10 CHANNEL NEW 4" TRIM ON _—� PRIVACY SLATS ENCLOSURE OVER FLUID APPLIED EXISTING WINDOWS WATERPROOFING --------------------- m (TYP.) NEW 36'H. GLASS VERTICAL WALL MOUNTED TRIMMED COLUMN RAILING PANEL I PE 2X6 SI DI NG PER OWNER'S EXISTING STUCCO SELECTION W/ 3" SPACE BETWEEN —_ FRAME W/ 2X4 OUTDOOR TO BE REPAIRED — — — SEE STRUCTURAL FOR NEW - & REPAINTED HORIZONTAL SHOWER • E II 3RD = 18'-2" SEE DETAIL 2/A-3 IPE SLATS SCREEN WALL NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 7 10Y " �r — — — --TNSTALE NE�xTD 60RAL-CAANREL—STDTN — ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED IPE OPEN STAIRS OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS SEE STRUCTURAL NEW 1x10 HORIZONTAL 9 STAIR () DETAIL A2 SCALE:1 /4" = V-0" NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 SCUPPER & GUTTER FOR NEW PARAPET CLG. = 26-3" — — I ROOF — — — — — — — — — --TNSTALE NE�xTD 60RAL-CAANREL—STDTN — ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED "` OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS FRAMING, SHEATHING, WATERPROOF NEW 1x10 HORIZONTAL PAINT AND CAULK ALL NEW BOREL CHANNEL MEMBRANE AND INSULATION AS REQUIRED Z SIDING COLOR W PER OWNER'S SELECTION 2ND = 9'-1" ROCFTC :xisrINC REMAIN TYPICAL FOR ALL SOFFITS I SEE DETAIL 4/A2 w RAILING DETAIL < NEW 4" TRIM ON NEW 4"TRIM ON CLG. = 8'-1" EXISTING WINDOWS PRIVACY IPE SLATS — — — — — — — — STUCCO WALL Julianne N. Overby, RA EXTENSION - y EXTENSION (TYP. ALL OPENINGS) NEW HORIZONTAL 1x10 CHANNEL NEW 4" TRIM ON BOREL SIDING PRIVACY SLATS ENCLOSURE OVER FLUID APPLIED EXISTING WINDOWS WATERPROOFING --------------------- m (TYP.) NEW 36'H. GLASS VERTICAL WALL MOUNTED TRIMMED COLUMN RAILING PANEL I PE 2X6 SI DI NG PER OWNER'S EXISTING STUCCO SELECTION W/ 3" SPACE BETWEEN —_ FRAME W/ 2X4 OUTDOOR TO BE REPAIRED — — — SEE STRUCTURAL FOR NEW - & REPAINTED HORIZONTAL SHOWER SUPPORT STRUCTURE 1x6 BORAL 3RD = 18'-2" SEE DETAIL 2/A-3 IPE SLATS SCREEN WALL CLG. = 17 2" ®4x4 4"TRIM NEW REDUCED NEW 4" TRIM ON TRIMMED Z z NOTE: HORIZONTAL EXISTING WINDOWS 44 COLUMN \ O O ALL NEW STAIR AND IPESLATS (TYP. ALL OPENINGS) AAILRING PANEL z ¢ 1x6 BORAL — — — — — — — — — --TNSTALE NE�xTD 60RAL-CAANREL—STDTN — ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED "` OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS FRAMING, SHEATHING, WATERPROOF NEW 1x10 HORIZONTAL PAINT AND CAULK ALL NEW BOREL CHANNEL MEMBRANE AND INSULATION AS REQUIRED Z SIDING COLOR W PER OWNER'S SELECTION 2ND = 9'-1" APPLIED WATERPROOFING NEW 36"H. CABLE APPLIED WATERPROOFING TYPICAL FOR ALL SOFFITS I SEE DETAIL 4/A2 w RAILING DETAIL < NEW 4" TRIM ON NEW 4"TRIM ON CLG. = 8'-1" EXISTING WINDOWS PRIVACY IPE SLATS EXISTING WINDOWS STUCCO WALL Julianne N. Overby, RA EXTENSION AT SHOWER C) (TYP. ALL OPENINGS) NEW HORIZONTAL 1x10 CHANNEL NEW REDUCED BOREL SIDING PRIVACY SLATS ENCLOSURE OVER FLUID APPLIED 904-704-8628 WATERPROOFING Email: jnoverby@att.net m AT SHOWER NEW EXTERIOR RAILING DETAIL WALL MOUNTED TRIMMED COLUMN ENCLOSURE - PER OWNER'S ' SELECTION - — —_ FRAME W/ 2X4 OUTDOOR �O — — — — — — — — — NEW 1x10 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING NEW HORIZONTAL SHOWER 1x6 BORAL IPE SLATS SCREEN WALL ®4x4 4"TRIM FRAME W/ NEW 4" TRIM ON NICKEL JOINT Z z NOTE: HORIZONTAL EXISTING WINDOWS \ ALL NEW STAIR AND IPESLATS (TYP. ALL OPENINGS) z ¢ 1x6 BORAL � BE FRAMED W/ P.T. WOOD NICKEL JOINT STAIR TREADS & SHOWER - m O ENCLOSURE WALL TO BE PAINTED T_ Q CLAD IN IPE (BOTH SIDES OF WALL) io00 —j STRUCTURAL COLUMNS TO BE CLAD IN BORAL VERTICAL SIDING TRIM AND PAINTED TO c-�0.0 MATCH TRIM - (BOTH SIDES OF WALL) / NEW CABLE RAILING DETAIL - BOREL NICKEL JOINT o SIDE ELEVATION CEILING SOFFIT F.F. _0'-0"— A2 SCALE:3/16" = T-0" / =LAN A O NEW STAIR B SIDE ELEVATION A2 SCALE: 3/16" = T-0" NEW 1x6 BORE NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B' PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF MEMBRANE AND INSULATION AS REQUIRED — — — — — — — — — --TNSTALE NE�xTD 60RAL-CAANREL—STDTN — ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED "` OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS FRAMING, SHEATHING, WATERPROOF NEW 1x10 HORIZONTAL PAINT AND CAULK ALL NEW BOREL CHANNEL MEMBRANE AND INSULATION AS REQUIRED Z SIDING COLOR W PER OWNER'S SELECTION NEW 1 x1 0 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG HATH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF 4 MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 100 BORAL CHANNEL SIDING AZ OVER FLUID APPLIED WATER PROOFING , MITER ALL CORNERS PAINT AND CAULK ALL NEW BORE CHANNEL • . SIDING COLOR W PER OWNER'S SELECTION ; NEW 1x6 BOREL NICKEL EXISTING STUCCO, JOINT PAINTED SOFFIT TO BE REPAIRED TYPICAL FOR ALL SOFFITS & REPAINTED , SEE DETAIL 4/A2 _ CLG. = 26-3" 1x PAINTED �� v NEW 4" TRIM ON WOOD TRIM EXISTING WINDOWS 8" (TYP. ALL OPENINGS) EXISTIN DOORS REPLACEMENT TOR AIN WINDOW 0 NEW 36"H. GLASS RAILING PANEL (4) EQUAL PANELS W/ T 6!' METAL POSTS BETWEEN COLUMNS .ti 3RD _18'-2' CLG. =1 T-2" a NEW HORIZONTAL t�OE 100 CHANNEL BOREL SIDING OVER EXISTI N DOORS EA2) FLUID APPLIEDTOR AINWATERPROOFING NEW 36"H. GLASS _ RAILING PANEL 2ND = 5-1" CLG. _8' 1" — — -- REDUCE SIZE OF 2ND FL COLUMNS T04x4 O STUCCO WALL EXTENSION 1x6 BORAL VERTICAL NICKEL JOINT SIDING F.F. = 0'-0" A NEW FRONT ELEVATION A2 SCALE:3/16" = 1'-0" NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 -REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B' PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS - ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 100 BORAL CHANNEL SIDING OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS PAINT AND CAULK ALL NEW BOREL CHANNEL SIDING COLOR W PER OWNER'S SELECTION WINDOWS (TYP.) NEW 100 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING INSTALL NEW 1x10 BORAL CHANNEL SIDING THOMAS J MNICH, PA, AIA OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS PAINT AND CAULK ALL NEW BOREL CHANNEL SIDING COLOR W PER OWNER'S SELECTION "` M N LLa NEW 1x10 HORIZONTAL (7 BORELCHANNEL Z SIDING OVER FLUID NEW 1x6 BOREL NICKEL APPLIED WATERPROOFING NEW 36"H. CABLE APPLIED WATERPROOFING NEW 1 x1 0 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG HATH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF 4 MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 100 BORAL CHANNEL SIDING AZ OVER FLUID APPLIED WATER PROOFING , MITER ALL CORNERS PAINT AND CAULK ALL NEW BORE CHANNEL • . SIDING COLOR W PER OWNER'S SELECTION ; NEW 1x6 BOREL NICKEL EXISTING STUCCO, JOINT PAINTED SOFFIT TO BE REPAIRED TYPICAL FOR ALL SOFFITS & REPAINTED , SEE DETAIL 4/A2 _ CLG. = 26-3" 1x PAINTED �� v NEW 4" TRIM ON WOOD TRIM EXISTING WINDOWS 8" (TYP. ALL OPENINGS) EXISTIN DOORS REPLACEMENT TOR AIN WINDOW 0 NEW 36"H. GLASS RAILING PANEL (4) EQUAL PANELS W/ T 6!' METAL POSTS BETWEEN COLUMNS .ti 3RD _18'-2' CLG. =1 T-2" a NEW HORIZONTAL t�OE 100 CHANNEL BOREL SIDING OVER EXISTI N DOORS EA2) FLUID APPLIEDTOR AINWATERPROOFING NEW 36"H. GLASS _ RAILING PANEL 2ND = 5-1" CLG. _8' 1" — — -- REDUCE SIZE OF 2ND FL COLUMNS T04x4 O STUCCO WALL EXTENSION 1x6 BORAL VERTICAL NICKEL JOINT SIDING F.F. = 0'-0" A NEW FRONT ELEVATION A2 SCALE:3/16" = 1'-0" NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 -REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B' PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS - ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 100 BORAL CHANNEL SIDING OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS PAINT AND CAULK ALL NEW BOREL CHANNEL SIDING COLOR W PER OWNER'S SELECTION WINDOWS (TYP.) NEW 100 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING ARCHITECT: THOMAS J MNICH, PA, AIA BOREL CHANNEL "` M N LLa JACKSONVILLE BEACH, (7 SIDING OVER FLUID Z L NEW 1x6 BOREL NICKEL Florida License #AR0017624 NEW 36"H. CABLE APPLIED WATERPROOFING TYPICAL FOR ALL SOFFITS I SEE DETAIL 4/A2 w RAILING DETAIL < NEW 4" TRIM ON NEW 4"TRIM ON CONSULTANT: EXISTING WINDOWS PRIVACY IPE SLATS EXISTING WINDOWS STUCCO WALL Julianne N. Overby, RA EXTENSION AT SHOWER C) (TYP. ALL OPENINGS) NEW HORIZONTAL 1x10 CHANNEL 2452 Pullian Street BOREL SIDING PRIVACY SLATS ENCLOSURE OVER FLUID APPLIED 904-704-8628 WATERPROOFING Email: jnoverby@att.net m AT SHOWER NEW EXTERIOR RAILING DETAIL WALL MOUNTED ENCLOSURE - PER OWNER'S ' SELECTION - — —_ FRAME W/ 2X4 OUTDOOR �O — — — — — — — — — NEW 1x10 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING HORIZONTAL SHOWER 1x6 BORAL IPE SLATS SCREEN WALL ®4x4 FRAME W/ NEW 4" TRIM ON NICKEL JOINT Z z NOTE: HORIZONTAL EXISTING WINDOWS ALL NEW STAIR AND IPESLATS (TYP. ALL OPENINGS) z ¢ SHOWER ENCLOSURE TO BE FRAMED W/ P.T. WOOD Z STAIR TREADS & SHOWER - m O ENCLOSURE WALL TO BE T_ Q CLAD IN IPE (BOTH SIDES OF WALL) —j STRUCTURAL COLUMNS TO BE CLAD IN BORAL TRIM AND PAINTED TO MATCH TRIM - BOREL NICKEL JOINT o SIDE ELEVATION CEILING SOFFIT A2 SCALE:3/16" = T-0" NEW 1 x1 0 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG HATH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF 4 MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 100 BORAL CHANNEL SIDING AZ OVER FLUID APPLIED WATER PROOFING , MITER ALL CORNERS PAINT AND CAULK ALL NEW BORE CHANNEL • . SIDING COLOR W PER OWNER'S SELECTION ; NEW 1x6 BOREL NICKEL EXISTING STUCCO, JOINT PAINTED SOFFIT TO BE REPAIRED TYPICAL FOR ALL SOFFITS & REPAINTED , SEE DETAIL 4/A2 _ CLG. = 26-3" 1x PAINTED �� v NEW 4" TRIM ON WOOD TRIM EXISTING WINDOWS 8" (TYP. ALL OPENINGS) EXISTIN DOORS REPLACEMENT TOR AIN WINDOW 0 NEW 36"H. GLASS RAILING PANEL (4) EQUAL PANELS W/ T 6!' METAL POSTS BETWEEN COLUMNS .ti 3RD _18'-2' CLG. =1 T-2" a NEW HORIZONTAL t�OE 100 CHANNEL BOREL SIDING OVER EXISTI N DOORS EA2) FLUID APPLIEDTOR AINWATERPROOFING NEW 36"H. GLASS _ RAILING PANEL 2ND = 5-1" CLG. _8' 1" — — -- REDUCE SIZE OF 2ND FL COLUMNS T04x4 O STUCCO WALL EXTENSION 1x6 BORAL VERTICAL NICKEL JOINT SIDING F.F. = 0'-0" A NEW FRONT ELEVATION A2 SCALE:3/16" = 1'-0" NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 -REPAIR ALL CRACKS @ STUCCO COVERED BLOCK WALLS WATERPROOF AND PAINT COLOR'B' PEROWNER'S SELECTION TYPICAL ALL BLOCK STUCCO WALLS - ALL STUCCO OVER WOOD FRAMING TO BE REMOVED ALONG WITH ANY DAMAGED FRAMING, SHEATHING, WATERPROOF MEMBRANE AND INSULATION AS REQUIRED INSTALL NEW 100 BORAL CHANNEL SIDING OVER FLUID APPLIED WATER PROOFING MITER ALL CORNERS PAINT AND CAULK ALL NEW BOREL CHANNEL SIDING COLOR W PER OWNER'S SELECTION WINDOWS (TYP.) NEW 100 HORIZONTAL BOREL CHANNEL SIDING OVER FLUID APPLIED WATERPROOFING NEW SHADE STRUCTURE DETAIL ATTACHED TO EXISTING OVERHANG Q ARCHITECT: THOMAS J MNICH, PA, AIA C.) 3618 1 ST STREET SOUTH M N LLa JACKSONVILLE BEACH, (7 FLORIDA 32250 Z 904-536-8268 NEW 1x6 BOREL NICKEL Florida License #AR0017624 JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS I SEE DETAIL 4/A2 w 0 < W NEW 4"TRIM ON CONSULTANT: EXISTING WINDOWS a (TYP. ALL OPENINGS) STUCCO WALL Julianne N. Overby, RA EXTENSION Architectural and Interior Design C) Julianne N. Overby, R.A. NEW HORIZONTAL 1x10 CHANNEL 2452 Pullian Street BOREL SIDING Jacksonville Beach Florida 32250 OVER FLUID APPLIED 904-704-8628 WATERPROOFING Email: jnoverby@att.net m FL. AR -001;060 FL. ID -4621 NEW EXTERIOR RAILING DETAIL WALL MOUNTED LIGHT FIXTURE PER OWNER'S ' SELECTION TED W NEW SHADE STRUCTURE DETAIL ATTACHED TO EXISTING OVERHANG Q U C.) M N LLa LLJ ::) (7 w Z � F _ . .',:'„ ' -NEW 4" TRIM ON w I w 0 < W UW 2 � a C? -17 a C) NEW SCREEN ~ WALL DETAIL � ATTACHED TO �Q� — 3X3 POSTS — m NEW 36' H. CABLE Q RAILING DETAIL w REPLA WI C.) M N z LLJ ::) (N CO w w � EDU CE TRIMMED _ . .',:'„ ' -NEW 4" TRIM ON Q I w < W UW � wm -17 C0 C) NEW 1x6 BOREL NICKEL JOINT PAINTED SOFFIT TYPICAL FOR ALL SOFFITS SEE DETAIL 4/A2 STUCCO WALL EXTENSION SCUPPER & GUTTER FOR NEW PARAPET ROOF VERTICAL VERTICAL CEDAR SIDING PE 2X6 SIDING W/SPACE BETWEEN SEE STRUCTURAL NEW 36"H. GLASS FOR PANE SUPPORT STRUCTURE EE DETAIL 2/ — — — HORIZONTAL BOREL SIDING NEW 36"H. GLASS RAILING PANEL ~ U � :..... (Y ALL QPENItQGS) •,' �Q� �z m Q �OgEPH �y�� •OF ''•/�fv`' ��."Sr�PEO �•. + L Q6-22-18 REVISIONS PER CITY COMMENTS DATED 6/11/18 DATE ISSUED - APRIL 30, 2018 .. • .. ... .. .. 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(Y ALL QPENItQGS) •,' / ' RELO WN TED W / 1x6 BORAL NICKEL JOINT PAINTED VERTICAL SIDING (BOTH SIDES OF WALL) RAP EXISTING COLUMN IN BOREL TRIM PAINT TO MATCH TRIM NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. OFFICE CO Y REVISE' . /f.. EXTERIOR COMM ELEVATIONS SNIT DEVE A N D App ��PME 0 ,DETAI LS A2 PERMIT SET .'F5G-Rl©3.81 ri T --"Wate i ham,. wall ahealM� - :har.•.e- NOTES � NVMgWhelledde eeH-vEMWe ype (mn d•wWe) 2. .uwraTlbat leae[Gepih ofwntlav pluaT omo tam olwrt J. the pan ShallOreG walxblM extenhr evY SAl llaMing 5. waeNvreaeNV Eama-b krtn wiW elwOtivS W* SILL PAN FLASHING NTS (o tIn amU 9-114013 SINGLE PLY D1UMEI'I MEMBRANE ON 4" RIGIC INSULATION ROOF MEMBRANE TO RUI` CONTINUOUS UP WALL AND TERMINATE UNDER COPING SLOPED TO SCUPPER LOCATIONS 1x WOOD CLADDINC NEW PARAPET ROOF SYSTEN SEE STRUCTURAL NEW 1"x6" BOREL NICKEL JOINT PAINTED SOFFIT @ EXTERIOR DECKS EXISTING 8" SQ. COLUMN TO REMAIN W/ PAINTED TRIM NG EXTERIOR DECK TO REMAIN NEW 1"x6" BOREL NICKELJOINT PAINTED SOFFIT @ EXTERIOR DECKS EXISTING 8" SQ. COLUMN TO REMAIN W/ PAINTED TRIM EXISTING EXTERIOR DECK TO REMAIN WOOD FRAME SPECIFIED BY STRUCTURAL ENGINEER WITH 1/2" OSB SHEATHING AND BOREL SIDING OVER FLUID APPLIED WATERPROOFING PER MANUFACTURER'S RECOMMENDATIONS WALL SECTION A3 SCALE: 3/4" = V-0" NOTE: ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. SINGLE PLY BI I UMEP' MEMBRANE ON 4" RIGIC INSULATION ROOF MEMBRANE TO RU( CONTINUOUS UP WALL AND TERMINATE UNDER COPINC TRIM 2x6 FINS TO COVER FRAME FINS TO EXTENC 11/2" BEYOND FRAME lx WOOD CLADDING NEW PARAPET ROOF SYSTEM SEE STRUCTURAL NEW 1"x6" BOREL NICKEL JOINT PAINTED SOFFIT @ EXTERIOR DECKS 2x8 FRAME SPECIFIED BY STRUCTURAL ENGINEER WITH VERTICAL 2x6 IPE FINS W/ 3" SPACING BETWEEN FINS TO EXTEND 11/2'' BEYOND FRAME EXISTING EXTERIOR DECK TO REMAIN SPACER @ BASE FOR DRAINAGE TRIM 2X6 FINS AND EXTEND TO COVER DECK ON THIRD FLOOR FINS TO READ CONTINUOUS NEW 1"x6" BOREL NICKEL JOINT PAINTED SOFFIT @ EXTERIOR DECKS 2x8 FRAME SPECIFIED BY STRUCTURAL ENGINEER WITH VERTICAL 2x6 IPE FINS W/ 3" SPACING BETWEEN FINS TO EXTEND 1112" BEYOND FRAME SPACER @ BASE FOR DRAINAGE EXISTING EXTERIOR DECK TO REMAIN WOOD FRAME SPECIFIED BY STRUCTURAL ENGINEER WITH 1/2" OSB SHEATHING AND BOREL SIDING OVER FLUID APPLIED WATERPROOFING PER MANUFACTURER'S RECOMMENDATIONS ETESLAB TO z WALL SECTION ;ISTING A3 SCALE: 3/4" = V-0" DOR NOTE: TION ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED JRAL STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. DN til Y 0 LU 0 0-1O LU r -- x W 0 0 1 LL 0 z 0 0 W (n CD Z F- t'n X LU 0 J J LL z OFFICE COPY IEW CONCRETE SLAB TO ROOF PLAN kLIGN W/ EXISTING SCALE: 3/16"=r-0" INISHED FLOOR IEW FOUNDATION q B REVISES ,EE STRUCTURAL Vq=1p, (;OMMUNITY DEVELOPMENT APPROVED ISTING PARAPET REMAIN ARCHITECT: THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FLORIDA 32250 904-536-8268 Florida License #AR0017624 CONSULTANT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -001W060 FL. ID -4621 w 0 z w 0 Cn LU 2 U Q m LU D z w Q U Q LU 00 O LO DATE ISSUED: APRIL 30, 2018 M 04N C') I LL U Q w m 161 LJ z Q J Q g EP F M,n✓�C'y '�... s.n ? lD ` NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE JTTER IS HALF -SIZED. NPET ROOF SECTIONS AND DETAILS A3 PERMIT SET 1/4" X 4" STAINLESS STEEL HEX SCREW AT FLOOR AND CONCRETE BLOCK WALL OR 1/4" X 4" STAINLESS SCREWS @ WOOD FRAMING AT 12" O.C. CONCRETE BLOCK WALL 2X8 IPE FRAME AT ALL FOUR SIDES 2X6 IPE VERTICAL FINS SPACE 5" O.C. - 3 1/2" OPEN 1 1/2" IPE FINE TO EXTEND BEYOND IPE FRAME BETWEEN 2ND AND 3RD FLOOR WOOD COLUMN VERTICAL IPE SCREEN PLAN SOUTH WALL SCALE: 1/2" = V-0" TWO SSTX-10 STAINLESS S7 AT TOP AND B EACH IPE 2X6 1m 010X4' EL SCRE FTOM OF 1/4" X 4" STAINLESS STE HEX SCREW AIT FLOOR CONCRETE BLOCK WAL OR 1/4" X 4" STAINLESS SCREWS @ WOOD FRAMING AT 12" O.C. RD FLOOI 2ND FLO( SOUTH VERTICAL IPE FINS ELEVATION SCALE: 1/2" = V-0" BEAM ABOVE CONCRETE BLOCK WALL 2X8 IPE FRAME AT ALL FOUR SIDES 2X6 IPE VERTICAL FINS SPACE 5" O.C. - 3 1/2" OPEN 1 1/2" IPE FINS TO EXTEND BEYOND IPE FRAME BETWEEN 2ND AND 3RD FLOOR WOOD COLUMN r TWO SSTX-10400 10 X 4" I 1 STAINLESS STEEL SCREWS AT TOP' WOOD BEAM ABOVE AND BOTTOM OF EACH IPE 2X6 I 7 1/2" 2X8 IPE HORIZONTAL 1/4" X 4" STAINLESS STEEL HEX I FRAME 2X6 SCREW AT FLOOR AND CONCRETE I 2X8 IPE FRAME AT ALL BLOCK WALL OR I FOUR SIDES 1/4" X 4" STAINLESS SCREWS @ 5 1�2„I WOOD FRAMING AT 12” O.C. L—_ _ 2X6 IPE VERTICAL FINS SPACE 5" O.C. - 3 1/2" OPEN FRAME SECTION BEAM ABOVE 2X8 IPE FRAME AT ALL FOUR SIDES 2X6 IPE VERTICAL FINS SPACE 5" O.C. - 3 1/2" OPEN 1 1/2" IPE FINS TO EXTEND BEYOND IPE FRAME BETWEEN 2ND AND 3RD FLOOR SOUTH VERTICAL IPE FINS SECTION SCALE: 1/2" = V-0" ROOF 3RD FLOOR 2ND FL ARCHITECT: THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FLORIDA 32250 904-536-8268 Florida License #AR0017624 CONSULTANT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 FL. ID -4621 U) w 0. W Z W Q U Q LU C`7 N C`7 I LL U Q LU M Q6-22-18 REVISIONS PER CITY COMMENTS DATED 6111118 DATE ISSUED: APRIL 30, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. SECTIONS AND DETAILS ED A4 ' aoe sr PERMIT SET OFFICE COPY I! \ 1 I BEAM ABOVE 2X8 IPE FRAME AT ALL FOUR SIDES 2X6 IPE VERTICAL FINS SPACE 5" O.C. - 3 1/2" OPEN 1 1/2" IPE FINS TO EXTEND BEYOND IPE FRAME BETWEEN 2ND AND 3RD FLOOR SOUTH VERTICAL IPE FINS SECTION SCALE: 1/2" = V-0" ROOF 3RD FLOOR 2ND FL ARCHITECT: THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FLORIDA 32250 904-536-8268 Florida License #AR0017624 CONSULTANT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 FL. ID -4621 U) w 0. W Z W Q U Q LU C`7 N C`7 I LL U Q LU M Q6-22-18 REVISIONS PER CITY COMMENTS DATED 6111118 DATE ISSUED: APRIL 30, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. SECTIONS AND DETAILS ED A4 ' aoe sr PERMIT SET OFFICE COPY DESIGN SPECIFICATIONS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi CONNECTOR A35 H2.5T H8 M TS12 H TS20 MSTA24 MSTA36 H TT4 H TT5 LUS28 HU.410 ABU44 ABU66 SET LTT208 LSTA12 CS16 SIMPSON CONNECTORS UPLIFT ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: EXT - 3 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 DBL. TOP PLATE TO STUD FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 (2-16d) WIND LOADING: 3 -GUN ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD, REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT ----------------------- SHEET 1 OF 8 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12 BUILDING CATEGORY ----------------------- NAIL 11 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D ENCLOSURE CLASSIFICATION -----------------ENCLOSED TOE INTERNAL PRESSURE COEFFICIENT -------------- t .18 MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi CONNECTOR A35 H2.5T H8 M TS12 H TS20 MSTA24 MSTA36 H TT4 H TT5 LUS28 HU.410 ABU44 ABU66 SET LTT208 LSTA12 CS16 SIMPSON CONNECTORS UPLIFT SYP SPF 450 450 600 520 620 530 1000 860 1450 1245 1765 1270 2050 1870 5250 14670 930 1 780 905 1 785 2200 2300 N /A N/A 1675 11675 805 1 695 1705 1705 FASTENERS 12-8dx11/2 " 5-8d EA. END 5-10dx1'/2" EA. END 7-10dx1'/2" EA. END 24-10dx1'/2" EA. END 9-10d EA. END 13-10d EA. END 18-16d TO TRUSS/BEAM 1-5/$"b ROD TO FTG. 32-16d TO TRUSS/BEAM 1-5/,,"0 ROD TO FTG. 6-10d TO HEADER 4-10d TO JOIST 14-16d TO HEADER 6-16d TO JOIST 5/,,"0 ROD w/ 12-16d 5/e"0 ROD w/ 12-16d SIMPSON EPDXY-TIE 10-16d TO STUD/BEAM/POST 1 -'/2 "0 ROD TO FTG. 10-10d :. COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 GARAGE PRESSUR DOOR -S (PSF) 1 CAR +30.2 GARAGE BOTTOM DOOR -32.9 (8'x7') CONNECTION TYPE 2 CAR +27.1 GARAGE TOP PLATE TO TOP PLATE DOOR -29,6 (16'x7') NAILS @ 12" STAG. • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER RE UCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FDR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING I- THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHA_L MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. �� DENOTES EDGE STRIP. ° _---- SEE C & C CHART ABOVE FOR 'a' DIMENSION k 1 ° � ; 1 [NOT ACTUAL PLAN] a 7r ;f a r SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER�ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. FL# CODE 10446.4 11478.3 11470.3 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH, -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1 /S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS, DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS_ ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR S01.�. SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL AT��ACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THS RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CC NECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS 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 MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNEDY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTION AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. WOOD FASTENING SCHEDULE NAIL SPECIFICATIONS 3"x0.131 "O = GUN NAILS 2"x0.113"O = RINK SHANK 2"x0.113"O = 6d 2'/2%0.1,31"0 = 8d 3%0-148"0 = 10d 3'/2%0.162" = 16d 11/2 "xO.148"O = 10dx1'/2 " 1'/2%0.131"01 = 8dx11/2 " PLAN LEGEND AND ABBREVIATIONS INTERIOR LOAD BEARING WALL GABLE X -BRACE DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF SW WALL THE SHEARWALL SHEATHING NAILING: TO BE APPLIED. 8d @ 3/6 8d@3"/6., DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ADJ - ADJACENT BM - BEAM BOT - BOTTOM BRG - BEARING MEMBERS CONNECTION TYPE DBL - DOUBLE FASTENER TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) EXT - 3 -GUN NAILS DBL. TOP PLATE TO STUD FACE NAIL (2-16d) FTG - 3 -GUN NAILS RIM JOIST TO TOP PLATE TOE NAIL (8d @ '6") As NOTED GUN NAIL @ 6" CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN SH EET NAILS CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) SHEET 1 OF 8 4 -GUN NAILS CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16 ) 8 -GUN NAILS JOIST/TRUSS TO PLATE TOE NAIL (2-16 ) 3 -GUN NAILS RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16c) 3 -GUN NAILS CONT. HEADER, TWO PIECES FACE NAIL 16d@ 6" O.C. @ EDGE CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" NAIL SPECIFICATIONS 3"x0.131 "O = GUN NAILS 2"x0.113"O = RINK SHANK 2"x0.113"O = 6d 2'/2%0.1,31"0 = 8d 3%0-148"0 = 10d 3'/2%0.162" = 16d 11/2 "xO.148"O = 10dx1'/2 " 1'/2%0.131"01 = 8dx11/2 " PLAN LEGEND AND ABBREVIATIONS INTERIOR LOAD BEARING WALL GABLE X -BRACE DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF SW WALL THE SHEARWALL SHEATHING NAILING: TO BE APPLIED. 8d @ 3/6 8d@3"/6., DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ADJ - ADJACENT BM - BEAM BOT - BOTTOM BRG - BEARING CMU - CONCRETE MASONRY UNIT DBL - DOUBLE DIA - DIAMETER EA - EACH EE - EACH END EOR - ENGINEER OF RECORD EQ - EQUAL EXT - EXTERIOR FBC - FLORIDA BUILDING CODE FDN - FOUNDATION FT - FOOT FTG - FOOTING HDR - HEADER HORIZ - HORIZONTAL LBS -POUNDS REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS ® BUILT-UP POST IN THE WALL H6-1/2 HEADER SIZE, JACK AND KING STUD QUANTITY. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Y � rr No. 3 1 � -n S ,AT OF �i ry •r., •n•• � `O� AL Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LL W U > U W Q � C) = m Lf) U J �w1 j = m > Z U �0 Ln Lf)U Q DESIGN CRITERIA AND GENERAL NOTES LG - Long MANUF - Manufacture UO NOT SCALE DIMENSIONS H:OM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT TFIE E.O.R. MONO - Monolithic OC - On Center OSB - Oriented Strand Board PERP - Perpendicular PRE ENG - Pre Engineered PLAN NAME PSF - Pounds per Square Foot RESIDENCE PSI - Pounds per Square Inch PT - PRESSURE TREATED QT - Quick Tie OFFICE COPY DESIGN/DRAWN/CHECKED CS WAC LAP DATE REINF - Reinforce SF - Square Foot 05.17.18 SCALE SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP - Typical UON - Unless Otherwise Noted VERT - Vertical REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS As NOTED LPA No. MNIC-18-00493 CONTROL No. WWF - Welded Wire Fabric REVIEWED BY:r,_�( DATE: VO - UL _ SH EET SO.0 SHEET 1 OF 8 S1.01 6x6 SYP#2 POST, zI i ® i IN i SEE DETAIL 5/S1.01 J� (5 LOCATIONS) EXISTING FOUNDATION TO REMAIN D41L 4" AND EPDXY 2-1#3x16" HORIZONTAL DOWEL BARS (TYP) EXISTING FOUNDATION TO REMAIN 1 S1.01 \ ..° • d .14 ° 0 a OVERPOUR TOF2 va ° MATCH EXISTING'° d ,• •. d . .4 a d. ♦ - ° • • d F.INIS,H .FLOOR~ — — — . C 2' -0"x2' -0''x12" CONC. d. a �. ° • d., •: !- FOOTING w/(3)#5 EA. . I .d., e, 4. 4'.' d'.•, :- ---__j 6FOUNDATION PLAN S1.01 SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. w s 3YMlJULS Lt(3LNU — — — — — DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE i INTERIOR LOAD BEARING WALL q%/r%/ DESIGNATES SLAB RECESS OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/DR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE r -NY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONN-L DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pont ISO and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LL LLJ U � T Z C] = CO vl U w W Q J nl w J T cc > z Uhun o U Q FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT 1I IE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAW N/CHECKED CS WAC /LAP DA IT 05.17.18 SCALE AS NOTED LI'A No. MNIC-18-00493 CONTROL No. SHEET S1.0 SHEET 2 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LL W U Lj ZLLJ Q Q 0 = In Lf) U � 12w J = m L) O Lf)z O U Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER �THEARCHITECTURAL DRE PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No. SHFFI 51.01 SHEET 3 OF 8 6x6 SYP#2 POST, SEE DETAIL 5/S1.01_/ I II (5 LOCATIONS) II III �— ziHU26-2 'HANGER HU21 HAN NEW FRAME 1 O.C. E EXIST POST WOOD FRAME STAIRS BY BUILDER /e FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" QED AND POURED TENSION w/1-#4 & #3 HAIRPINS @ HEIGHT SYP#2 3U88 w/%" ROD EPDXIED 6" JILDER FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 5/S2.0 4 SYMBOLS LE SEND WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9 -1 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10,-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 To 2x6 SPF#2 @ 16" O.C. 14'-0 INTERIOR 1MA� 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. MAX 2x4 SPF#2 ® 12" O.C. SILO NOTES, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 5/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 OFFICE CO INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND 'OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/CR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE A',Y DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNE'_ DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ♦♦♦ ♦�'y✓ �Yw AMS.. NS fin+ yI N � s • S3 TE OF ` '`�ir..��' y_��. � ,.,lig` ♦♦ Luis A. P011tioo, PF. FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LIJ L UT Z � Q W Q W � = m W 4<U J � LLJ w J = m m CD z O Ln Lf)U Q IST LEVEL WALL FRAMING PLAN DO NO r SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No SHFFI S1.1 SHEET 4 OF 8 INTERIOR OR NEW BEARING WALL. %ZZZZ, DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d @ E1 DESIGNATES 8d COMMONS SW NAILING: 8d03"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADENG EFOR IZHE STUDSRNEEDED DER OPENING. ---- BEAM OR TRUSS, SEE PLAN WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9 -1 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10,-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 To 2x6 SPF#2 @ 16" O.C. 14'-0 INTERIOR 1MA� 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. MAX 2x4 SPF#2 ® 12" O.C. SILO NOTES, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 5/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 OFFICE CO INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND 'OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/CR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE A',Y DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNE'_ DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ♦♦♦ ♦�'y✓ �Yw AMS.. NS fin+ yI N � s • S3 TE OF ` '`�ir..��' y_��. � ,.,lig` ♦♦ Luis A. P011tioo, PF. FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LIJ L UT Z � Q W Q W � = m W 4<U J � LLJ w J = m m CD z O Ln Lf)U Q IST LEVEL WALL FRAMING PLAN DO NO r SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No SHFFI S1.1 SHEET 4 OF 8 HUC28-2 HANGER I! (2)_2x1 HUC E cv HANGER (T ILL -L FULL HEIGHT GHT POST 2x12 SYP#2 LEDGER. FASTEN TO EXISTING w/(3)Y4"x " SDS SCREWS AND (3)1Od @ 16" O.C. EXIS_ING FLOOR SITE TO - REMIN 'AS IS, (3)2x12 HUC28-2 HANGER EXISTING DECK SYSTEM TO REMAIN 'AS_1S'- N X N N BEAMS TO POSTS w/(2)MSTA24 (TYP) I II 2x.. SYP#2 LEDGER. FA TEN TO EXISTING I II w 3 Y4' x4" SDS SCREWS AND (3)10d @ 16" O.C. I II 2x6 SYP#2 DECK _ - -- JOISTS @ 16" O.C. _z _Z ~i -- to _ _ U� L I LTJ NEW B E A EXISTING DECK FRAMING TO REMAIN. CONTRACTOR SHALL PROVIDE WATERPROOFING AS REQUIRED. FLOG I FRAMING PLAN SCALE: N.T. '. EXISTING CMU WALL, CONTRACTOR TO VERIFY IL SYMBOLS LEGEND H2.5T I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES* 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DJRING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 No—0 9 M 01 n JfO., bix Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL. CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD A[ TFRNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO £i ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J W = W i z Qw o = m WU J � w J =mi z L) Lf) C) U Q FLOOR FRAMING PLAN UO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ALAN NAME RESIDENCE 1)E IIGNZDRAWN/CHECKED CSF/ S / WAC LAP LATE 05.17.18 SCALF. AS NOTED LPA No. MNIC-18-00493 CONTROL No. SHFFI S1.2 SHEET 5 OF 8 EXISTING (2)2x12 PORCH BEAM TO REMAIN CD z 1n X Ld EXISTING WALLS TO BE REMOVED EXISTING (2)2x12 BEAM TO REMAIN HU210 HANGER HU210 HANGER POST TO BE REMOVED 3x3xY4" H.D.G. STEEL POST. FASTEN TO CMU WALL w/(2) 3/4"0 THREADED RODS EPDXIED 6" (5 LOCATIONS) SEE 9/S2.0 FOR FASTENING TO CMU. I II ARCHITECTURAL WOOD SLATS 4 III SECONQ LEVEL WALL FRAMING PLAN SCALE: 1/4" = I1,-0" 8x8 FULL HEIGHT SYP#2 POST MIND IVU I'tJ: 1. FO TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. AL . BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 5/S2.0 SYMBOLS LEGEND LL 7 I INTERIOR OR NEW BEARING WALL. - DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE -- SHEARWALL SHEATHING TO BE APPLIED. SW NAILING. 8d @ j DESIGNATES 8d COMMONS @ 8d@3"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADESTUDS RNEEDED EFOR IZHEADER OPENING. ---- I BEAM OR TRUSS, SEE PLAN WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9-1,. 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 ro 14'-0" 2x6 SPF#2 @ 16" O.C. INTERIOR 101-01, MAX 0'-0"MAX 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. Qr MAX 2x4 SPF#2 @ 12" O.C. ma NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.0 MINIMUM, SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 5/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 OFFICE COP"i? INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARI BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS DR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Ponti3o and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 T' 0. �!/%••ldJ7571lFE;IAtIfiMie Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BFING APPROVED HY LOU PONTIGO A ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w w I Z Qw C) = m tJ1 U W W Q J r)1 w J = m z m OwLn O Lf)U Q 2ND LEVEL WALL FRAMING PLAN UO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No. SHEET S1.3 SHEET 6 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PF FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SH AL I_ CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w UT U > ui zQw C) = m Lf) U � L w J = m % z m CD O U Q ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME \ RESIDENCE DESIGN/DRAW N/CHECKED CS / WAC/LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No. SHEFI S1.4 - SHEET 7 OF 8 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: - SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. SYP#2 DBL. TOP PLATE j r--------- --- L I % I ' I I li I I I ------�liI ---J I I II I. SEE 1 /S2.2 WALL SHEATHING BLOCKING AT ALL SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS AND SHEARWALLS ROOF SHEATHING, SEE SPECIFICATIONS `SEE 1 /S2.2 I u—I I-------- —I I, •� I I I II I I II I L I — — — — — — J PERMANENT TRUSS ;I SYP#2 DBL. BRACING BY OTHER ;I TOP PLATE 2x4 FLAT WISE. ASTEN EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WAL S AND SHEA WALLS FLOOR SHEATHING, SEE SPECIFICATIONS 16d COMMONS I \ I I I I I I I I SEE 2/S2.2 INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACI G. c� w =1-- Q Q wn I I U) r) I z I0 Q m I � z Q I � —J ; N 0 WALL SHEATHING WALL SHEATHING BLOCKING AT ALL TO SOLE PLATE SHEATHING JOINTS: II RAISE '/4" FROM 2x4 FLAT WISE. ASTEN ;1 BOTTOM OF SOLE EACH END WITH 2-10d 11 PLAN AND FASTEN TOENAILS. ONLY RE UIRED f; w/8d @ 3" O.C. AT TYPICAL HEADER NAILING 0.131X3" TOE NAILS TYPICAL STUD NAIL IN 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL — (7) NAILS (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS (3) @ 2x6, (4) @ 2x8. __j— FULL HEIGHT ANCHO Z 6"MAX. EITHER SIDE OF PLAT ��~—�1 HEIGHT CHANGE 2x—BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA1OED VERRTOP AP FPLDATEE —\i FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE DROPPED HEAD OR SILL PLATES PLATE NAILING: (1)2x4 0.131x3" TOE NAILS: (4)12d (3) @ 2x4, (2)2x4 (4) @ 2x6, TOE NAILS (5) @ 2x8. SYP #2 (1)A34 PT. SYP#2 SOLE PLATE WALL FRAMING AT PLATE CHANGE CONDITION TYP. WALL SECTIONS C( AI F - /A" — i'—n" SHEATHING JOIN S FOR II EXTERIOR WAL S AND (� SHEA WALLS II II I Ij SEE DETAILS SEE DETAILS !� II �ON S1.01 ON S1.01 II ----- I I it I I I I I I I I I I I I 1 I 1 I I I I I I 1 I I I 1I I I I I L— — — — — — — — — — J L — — — — — — — — — — — — J L — — — — — — — J SINGLE STORY MULTI STORY �l G, ONS FLOOR JOIST PERPENDICULAR TO FLOOR BEAM SCALE: 3/4" = 1'-0" KING & JACK STUDS SEE PLAN WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #9 (4)12d TOE NAILS 6'-4" (2)2x4 SPF # (5)12d TOE NAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP # THAN 14" BEAM (1)A35 + (4)12d TOE NAILS11 SYP#2 DBL. TOP PLATE SYP#2 (2)12d TOE HEADER, NAILS E.E. PER PLAN OPENING (MIN) END FASTENS I I HEAD OR SILL —t�— PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. WINDOW HEA AND SILL FRAMING SCALE: 3/4" 1 "-0" Q� Ld m� LLJ o> z m �o =>ry :2�Eo U ~ U U Q Z C'- F t— Z X 0 W RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END PLATE SPLICE 4'-0" MIN. SPLICE LENG w/ (16) 0.131x3" NAILS VENLY SPACED SYP#2 HEADER, PER PLAN _ FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION 13OUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION 4'-0" MIN" 8') MAX. MIN. FROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT DROPPED HEADER CONDITION RATED SHEATHING, SEE GENERAL NOTES SHEATHING NAILING DETAIL �)UALE: 5/4" = 1.-0"' STEEL POST FASTENING DETAIL SCALE: 3/4" = 1'-0" OP OF EXISTING 'MU BOND BEAM EXISTING CMU WALL TO REMAIN AS IS. DED 3ED STUDS, ROOF TRUSSES, OR FLOOR JOISTS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING— WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND — KING STUDS, SEE PLAN SOLE PLATE ANCHOR: '/2 "0 x 6" LG (MIN 3"" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x All PLATE WASHER, SEE SCHEDULE BELOW AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION SOLE PLATE ANCHOR SCHEDULE THREADED ROD b EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/8 " 31/2 " 1 3/4" 1/2 48" 24 2x2x'/S " 31/2 „ 1 3/4" MASA 48"24" THAN 14" BEAM N/A N/A N/A /„ 2 -2x4 MEMBERS: (1) ROW OF 10d NAILS @ 4" O.C. 2x6 MEMBERS: ° (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING 5)U/ALE: ,5/4 1-0 Polit igo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 4ALJ C i .•fix ., u o ST` E Luis A. Pontigo, PE. FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAI. CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LL Z > Q W Q W C) = m vl U w W Q J [� w J 0 = m z m N O U Q TYPICAL WOOD FRAME DETAILS LO NOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THECHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ['LAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No. SHEET SHEET 8 OF 8 (3) ROWS 12d `N AT 12" O.C. EA. SIDE. 2—PLY (4) ROWS 12d f AT 12" O.C. EA. SIDE. 3—PLY LESS THAN 14" BEAM NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING 5)U/ALE: ,5/4 1-0 Polit igo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 4ALJ C i .•fix ., u o ST` E Luis A. Pontigo, PE. FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAI. CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LL Z > Q W Q W C) = m vl U w W Q J [� w J 0 = m z m N O U Q TYPICAL WOOD FRAME DETAILS LO NOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THECHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ['LAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 05.17.18 SCALE AS NOTED LPA No. MNIC-18-00493 CONTROL No. SHEET SHEET 8 OF 8 4 �r)A sf rA CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date � �C�` � Revision to Issued Permit Corrections to Comments Permit # j Project Address Contractor / Contact Name Description of Proposed Revision / Corrections: Additional Increase in Builder Value $ By signing below, I - - Email- ". Permit Fee D e $50)0 Additional S.F. affirm the Revision is inclusive of the proposed changes. name) a � Signature Contractor/ gent' Contractor must sign if increase in valuation) Da (Office Use Only) Approved Denied �01 G Revision/Plan Review Comments Ga A Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Not Applicable to Department a k Reviewed By Date ek OA -11- 4 WALL SHEATHING SPECIFICATIONS: STUCCO FINISH, -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d- @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS NEW (2)2x4 SPF#2 BLOCKING BENEATH EXISTING TOP PLATE. FASTEN w/ MSTA24 STAGGERED II NEW 2x4x8" LONG P.T. SYP#2 BOT. PLATE BENEATH NEW STUD. FASTEN TO EXISTING FOUNDATION w/ 2-3/8%4" TITEN HD 1 REPAIR PLAN FOR TYP. -1 SCALE: 3/4" = 1'-0" `,`►►►►►►i�rrrrrrrriri NOTE: Jt'EPV THIS WALL REPAIR DETAIL HAS BEEN PREPARED AS A MINIMALLY INVASIVE APPROACH TO PROVIDING FOR STRUCTURAL SUPPORT BOTH LATERALLY AND VERTICALLY, PREVIOUSLY WATER DAMAGED WOOD WILL BE ENCAPSULATED WITHIN THE FINAL WALL ENVELOPE THEREFORE THE CONTRACTOR SHALL INSURE THAT ALL NEW AND EXISTING WALL FRAMING IS RELATIVELY DRY AND THAT THE WALL FRAMING IS INSPECTED TO _ 3311 CONFIRM THAT THERE ARE NO WOOD DESTROYING ORGANISMS PRESENT PRIOR TO INSTALLING WALL SHEATHING. _ 0 F F F I (C' 0 P Y;0,�4 OR1� �' SIvi ONA► E� rrlrrr1rri ►►►+►`�► W EXISTING > EXISTING < NEW BLOCKING PRE-ENGINEERED ROOF NEW BLOCKING PRE-ENGINEERED ROOF o BETWEEN TRUSSES TRUSSES @ 24" O.C. BETWEEN TRUSSES TRUSSES @ 24" O.C. 00 U � _. - - - - - - LLJ o Z N k: Ln 00 o ... __ ..._._. ....__._ .. .. ..... .. . _.- ........... . ........_. .... .. ..------------------ -- °• ' LLI U O 0 w Q O p O Q ;NEW 2x4 SPF#2 STUD NEW 2x4 SPF#2 STUD ;DIRECTLY BENEATH DIRECTLY BENEATH EXISTING FLOOR TRUSS. EXISTING FLOOR TRUSS. CUT BACK EXISTING CUT BACK EXISTING DOUBLE TOP PLATE DOUBLE TOP PLATE 'FOR SOLID BEARING OF FOR SOLID BEARING OF TRUSS ON NEW STUD TRUSS ON NEW STU CONTRACTOR VERIFY IF JACK STUDS OR WATER DAMAGED. IF V EXISTING 2x6 SO, REPLACE w/ 2x4 SPF#2 OF EXISTING 2x6 STUDS @ 16" O.C. SAME QUANTITY AND REPAIR STUDS @ 16" O.C. o SOLE PLATE AS SHOWN u� G, M ELSEWHERE ON THIS SKETCH °f N O �N� � N U x rt U NEW P.T. SPF#2 2x4x8" � °O LONG BOT. PLATE BENEATH O ••-� ® o 06 NEW STUD. FASTEN TO U (, o EXISTING 2x6 0 BOT. PLATE EXISTING FOUNDATION w/ 2-3/8 "x4" TITEN HD X N U --- -.. ---- __ - - --- t!1 __- ---.. ..-.. - ------ .. - _. .. _...... -.. _ .. O Q REVIEWED FOR CODE COMPLIANCE \�5" MIN. 5" MIN. CITY OF ATLANTIC REACH ALL FRAMING SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS ,may, REVIEWED BY: / DATE: -2-o-204 t }. . INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEV,' CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. w/(3)%4"x4" SDS SCREWS AND (3)10d @ 16" O.C. II i I.11� PARAPET BUILT ON tl OP L— HU26-3/HUC26-3 EAM, SEE o -- /SK z � I -t z HANGER. PROVIDE ILc� 1�-epL'l PARAPET. BLOCKING FIT TO V MATCH AS REQ. WALL AND ROOF a .:co FASTEN FIRST TWO PLATES TO Owen C=) N ?J0.,5�3311 = (n PER BUILT UP MEMBER FASTENING i NAILING (2/S2.1). �.+ STAT ® PER PLAN e C a ti M PER PLAN SK -3 SCALE: 3/4" = 1'-0" io O cJ O irrrriiifiil�4'�°A Lu X N Q OFFICE COPY = p Lu 6c) OZ N 00REVISION O gP#-� - rx�3o � w DATE_`! Z l n o SIGNED -- 2x6 SYP#2 ROOF RAFTER @ 24" O.C. FASTEN EA. END w/LUS24. STACK PLATE PARAPET. BLOCKING FIT TO V MATCH AS REQ. WALL AND ROOF a .:co FASTEN FIRST TWO PLATES TO Owen C=) N O.C. FASTEN REMAINING PLATES (n PER BUILT UP MEMBER FASTENING NAILING (2/S2.1). ROOF RAFTER PER PLAN e C a ti M PER PLAN 1 PARAPET WALL DETAIL SK -3 SCALE: 3/4" = 1'-0" O cJ O V STACK PLATE PARAPET. BLOCKING FIT TO V MATCH AS REQ. WALL AND ROOF SHEATHING PER SPEC FASTEN FIRST TWO PLATES TO Owen BEAM w/Ya"x6" LAG SCREWS @ 6" N O.C. FASTEN REMAINING PLATES (n PER BUILT UP MEMBER FASTENING NAILING (2/S2.1). ROOF RAFTER PER PLAN LVL a ti M PER PLAN 1 PARAPET WALL DETAIL SK -3 SCALE: 3/4" = 1'-0" � V Ln O Ln LnLn Owen N �J (n yNNQ e V > a ti M • ^r V eCO V ON 00 =4: O cJ O V X N i,1I1111 11117//// REVISION BP# 6L�5 cy ik-oy3a ENs� CO= DATE 2 6' Z l moo/ 9 NO. 5/q,31,1 - SIGNED * = o E OF OFFICE COPY 11 liii!i'Ill = O O NEW FORMED AND POURED EXISTING FOUNDATION Q °O CONC. EXTENSION w/1—#4 TO REMAIN wj ^' VERTICAL 8c #3 HAIRPINS @ on U c� 6" 0. C. Ln Z N o1 FDRILL" AND 4(TYP) o" HORIZ\, ,L BARS PARTIAL FRAMII\1G PLAN 101 � � v Ln p r U.., EXISTIN=FOOTING rn 0 Q=', MONO S N M Q c N U rG �` CL Vi c Ki v00d:., n v 5) M ••—• 00 O C../ p amik 0 k N U EXISTING FOOTING AT BASE PARTIAL FOUNDATION PLAN ADD #4®12" O.C. HORIZONTAL AT STEMS TALLER THAN 18". SLAB OR GRADE, SEE PLAN EXISTING 10"x20" CONC. FOOTING 7" (MIN) BY BUILDER STAIR DETAIL \ DRILL 4" AND EPDXY CONT. 8"x20" CONC. #3x16" HORIZONTAL FOOTING w/(2)#5 BOT. DOWEL BARS (TYP) & #3 TIES @ 48" O.C. k" TYPICAL MONO FOOTING, SEE DETAIL 1/S1.01 OFFICE COPY EXISTING WALL FRAMING DOWEL TO MATCH WALL REINF. w/STD 90° HOOK � V C" Ln prnEn Ln O d Ey Gj M a[i m < .� CJ >U v x U 4— rM � --+ cn c a�` �d O C.i .� y s O M 0'vo00 Cr ppN< O x N V Q .-j Lr, t v) o Z T N w M Q d" T � O U Q c0 n V � O rr � z C00 N G O v o z n o 0 � V C" Ln prnEn Ln O d Ey Gj M a[i m < .� CJ >U v x U 4— rM � --+ cn c a�` �d O C.i .� y s O M 0'vo00 Cr ppN< O x N V Q .-j t1J‘.,J Revision Request/Correction to Comments **ALL INFORMATION v �` ♦ HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ler" 800 Seminole Rd, Atlantic Beach, FL 32233 ffJ� V Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: /?1 77 f49- ez7,36) IV Revision to Issued Permit OR ❑ Corrections to Comments Date: /S/ZDi 5' Project Address: /,7 j? J .5„1 dE Contractor/Contact Name: /�iQi4- c ).v,..72k C'7T/o4// 3 / Contact Phone: !e 9 ?5---5- 3 g Email: c•\1/445d4J HO -L..ES I e 9 •CeAts Description Proposed Revision/Corrections: e(12 /2 71c/ MAR 182019 I . J-semi affirm the revision/correction to commentsis-ittslusiVe fthe proposed changes. (printed name) • W. proposed revision/corrections add additional square footage to original submittal? No ❑ Yes(additional s.f.to be added: • WiI roposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes(additional increase in building value:$ . )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: i&t,e/Se (Office Use Only) "Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due. 569.00 Revision/Plan Review Comments 664 IQC 7 14, pre LT TO IA Re yr Sic,v. Ccr py ent Review Required: (J Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 312 12 d/ Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY REVISION BP# RESo//-oo30 DATE 3 / 2/ 12/q SIGNED /712, Ya" CAP PLATE WATERPROOFING AND WEATHERPROOFING BY BUILDER HSS3x3xZ"x 8'-0" TALL STEEL COLUMN. SPACE COLUMNS AT 6'-0" MAX. Ya"x 5"w x 16"Ig STEEL PLATE w/(2) ROWS OF %"x4" LAG b b SCREWS IN 446"0 HOLES _.4.`— 0 0 1�. 1'-4" I I EXISTING 16" FLOOR 2 03 -co TRUSSES © 24" O.C. 4" 4" 61I (CONTRACTOR TO VERIFY) �X Ya" V i t •—IN N Ngow n I /KV —y b , Cm. 2x_ SOLID BLOCKING HSS OUTRIGGER TO —N BETWEEN STUDS.E MATCH STEEL COLUMN (4)%6"0 HOLES FASTEN EA. END DIMENSIONS. FULLY w/(6)lOd TOENAILS WELD EA. END. ELEVATION VIEW EXISTING/ 10"x10"x%" STAINLESS STEEL WALL FRAMING PLATE w/(4) YZ"x6" LAG BOLTS IN %CO%6'OHOLES 0 WIND POST DETAIL AT IPE SLATS SCALE: 3/4" = 1'-0 CONNECTION OF IPE SLATS TO STEEL WIND POSTS BY BUILDER MAR i3 so 2019 ,\S �N �vi.se iG, 1. No. ,,/ -': T OF ;•Q ,`:<> ORIO.P \�/ PROJECT 1550 BEACH AVE. Lou Pontigo and Associates , Inc . BUILDER MORALES CONTSTRUCTION A420 Osceola Avenue Jax.Beach,Florida 32250 106 NO. SHT.NO. LE Ph.242-0908 Fax.241-9557 M N I C-18-00493 6 , FL:CA#8344 SC:CA#3579 DATE 03.1 2.19 K....