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1946 Beachside Ct 2013 ADDITION CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003463 Date 10/04/13 Property Address . . . . . . 1946 BEACHSIDE CT Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 150000 ---------------------------------------------------------------------------- Application desc addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ POWERS SHIELA ANNE ALESCH CONTRACTING INC 1946 BEACHSIDE COURT 1946 BEACHSIDE CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 613-6517 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL ADDITION Additional desc . . Permit Fee . . . . 205 . 00 Plan Check Fee 102 . 50 Issue Date . . . . Valuation . . . . 150000 Expiration Date . . 4/02/14 --------------------------------------------------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ------------------------------------------------------------------- Other Fees . . . . . . . . STATE DCA SURCHARGE 3 . 08 DEV '� REVIEEW�-S IINGGLE & 2-FAM G 5 00, . 0 0 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CIT-,WA7'RCWTIC I&APORDI�NA�CES-AND THE FL0R36A 00 BUILDING CODES. S!y UN !' CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003463 Date 10/04/13 -------------------------- Other Fees . . . . . . . STATE DBPR SURCHARGE 3 . 08 UTIL REV PRE APP >3 HRS 25 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 205 . 00 205 . 00 . 00 . 00 Plan Check Total 102 . 50 102 . 50 . 00 . 00 Other Fee Total 106 . 16 106 . 16 . 00 . 00 Grand Total 413 . 66 413 . 66 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 L LFILE CI Office(904)247-5826 Fax(904)247-5845 , Job Address: 1946 BEACHSIDE CT Permit Number: 3 3 Legal Description 42-14 09-2S-29E BEACHSIDE Parcel# LOT 26 BLK 1 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$150,000100 Proposed Work heated/cooled 1300 non-heated/cooled Class of Work(circle one): New cgdiDAlteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No CN/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed:ADDITION TO EXISTING SINGLE FAMILY RESIDENCE PER PLANS Property Owner Information• Name-SHEILA POWERS ALESCH Address:1946 BEACHSIDE CT City ATLANTIC BEACH State FL Zip32233 Phone 904-247-9330 E-Mail or Fax#(Optional) Contractor Information: Company Name:ALESCH CONTRACTING,INCQualifying Agent: THEODORE W ALESCH Address:1946 BEACHSIDE CT Cit, ATLANTIC BEACH State FL Zip 32233 Office Phone 904-613-6517 Job Site/Contact Number 904-613-6517 Fax# State Certification/Registration#CGC1516238 Architect Name&Phone# SCOTT DARNELL,RA NCARB (904)382-2694 Engineer's Name&Phone# APEX TECHNOLOGIES (904)821-5200 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address BB&T 13443 ATLANTIC BLVD JACKSONVILLE,FL 32225 t plication is hereby made to obtain a permit.to dothe workand installations as indicated. I certify that no work or installation nce of a perit and that all work will be performed to meet the standards of all laws regulating constctionin thcomes nulland void if work isnotcommced withn i (ii)months,or f constructiottrwork issusended orabandoned oaany time after work rs commenced. /understand that separate permits must be secured for Electrical Work,Plumbinggns,We!ls,Pools,Fuurnaces, Boilers,Heaters,Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. a�+=..*"''•,, I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions oflaws and ordinances governing this type of work will be complied with whether specified herein or not. The grantin of a permit does not resume to give authority to violate or cancel the �. _3i provisions of any other federal,state,or local law regulating construction or the performance of construction. r? 'Mom x•� � Signature of OPn 'A er r- 1144Signature of Contractor N m Print Name THEODORE A 5CH = Print Name SH POWERS ALESCH n I Swotted subscri - Sworn t and subsc • d for a ��llll c T n this' ay f this a of C-e 'HI V No Pu lic 'w In �H 5 7s M 9 roar,14 I 6.10 „df)y,, Bond=d Thna Notary Public Lnd rIters rsyl�r��, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Buildin Department.) 800 Seminole Road j Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: � City web-site: http://www.coab.us 11 APPLICATION REVIEW AND TRACKING FORM Property Address: /1 J4 &16 6.,e �. ZQdWq__nt review required Yes No Applicant: S(, Zonings or Project: P --Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: DApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: DApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # 1 '3- 3 $16 3 Property Address: /9 y6 1Jw--`i Applicant: Ale S•c Cc„1i'ar— ywy Project: �01a? /,Qyi This permit application has been: Approved 0 Reviewed and the following items need attention: 9// o)eu S. = Please re-submit your application when these items have been completed. Reviewed By: Date: !? ,f�n City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Builth Department.) 800 Seminole Road Atlantic Beach, Florida 322335445 Phone(904)247-5826 - Fax(904)247-5845 �} J3f�? E-mail: building-dept@coab.us Date nested: 2�14 City web-site: http:Uwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address- /1 VlT_ ent review required Yes No B 'diag--- Applicant: �' O Planning 8�Zoning mirnst-ator Project: c --Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICA T40N STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUIL LANNING &ZONING Reviewed by: � Date: Cb TREE ADMIN. Second Review: DApproved as revis . ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by. Date: FIRE SERVICES Third Review: ElApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 rs' 'r�n City of Atlantic Beach APPLICATION NUMBER Building Department .�.��`�- (To be assigned by the Buildi Department.) �j 800 Seminole Road -` 0 / :� -, �. Atlantic Beach, Florida 32233-.5445 _1g_ Phone(904)247-5826 - Fax(904)247 ,, �i V`;,fit E-mail: building-dept@coab.us 3 Date routed: -.J City web-site: httpJ/www.coab.us ' APPLICATION REVIEW AND TRACKING FORM Property Address: flT_ ��, �jS//� �• C�� gqjgMent review required Yes No B Applicant: Planning &Zoning ministrator Project: '7" blit Utilities Public Safety Fire Services Review fee Dept Signatutlre i . Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: /o-�T TREE DMIN. Second Review: OApproved as revised. ❑Denied. P W R Co ments: UB I UTILITIES PUBLIC SA Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach CIV�1 APPLICATION NUMBER Building Department SEP 1813 (To be assigned by the Buildi Department.) 800 Seminole Road �. Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ��J31�•' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: f �l&.186-5/A �. r�� ent review required Yes No B Applicant: / , (; Planning &Zoning' minlstrafor Project: 1A/o4 blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Pennit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: `/ l BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 DO NOT WRITE BELOW- OFFICE USE ONLY App ica e Codes: 2M FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 9-30� 3 Development Size Habitable Space Non-Habitable Impervious area Y?,% Miscellaneous Information Occupancy Group R 3 Type of Construction '_ Number of Stories 2 Zoning District 9. - m Max. Occupancy Load Fire Sprinklers Required Flood Zone X/ Conditions/Comments: Los/aer S: r. r '-h Y Gd Y , o o b t p �c oo v rn cA 7p, w N C rn cn w N M C 'C C Y T� n x v? Z Y 7d v� v� v� �C o o c r. o o o Cy c o co � y a. c. a o o n. ¢: Mo a a N voaCD O a IQ cra o o ¢ IQ C P. ;- � �o b CD 0 oo0a O 0cr D C a i U) H °. - o n y C, �° N n X b :� m m aim O o o z a o z A r m n O D = z W m 0rl < w `! y o C o'0 o C° o ►C o CD a: � C O •� D ogC y CL Y � o 0 t co y sz. C" C rn p27 a N ~ Z O oN z o K �z CL CD o ° .� CD 03 R m o b CD 0 e et rD- a ' co 000 O o = 0) co n oa rn n n z o o y W = O w < to -A � o o 8 _ m D C n .� cr cCo 4 0 0 CD � O CD z p CD a A n m E E. o c' z m °° (D O o _ E� E'c CDcro t?� W z ~n o d o 0 C, CD � °c CD CD m D o 9 °� w umi :; CD a CD O N ��+' CIO Wrs N iy CD CD Z O G) n C O o a a CD o� o N a CD �s o ' o � � FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Alesch- 1946 Beachside Ct 32233 Builder Name: Alesch Contracting :I Street: 1946 Beachside Court Permit Office: Duval City. State. Zip: Atlantic Beach ,FL,32233- Permit Number: ' COPY Owner: Alesch Jurisdiction: 261100 Design Location: FL, Jacksonville _- _ a�C 1. New construction or existing Addition 9 Wall Types(1440.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 1255.50 ft b. Frame-Wood,Adjacent R=11.0 184.50 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedroome(Bedrms In Addition) 3(3) d.N/A R= ft= 5. Is this a worst case? No 10. Ceding Types (976.0 sgft.) Insulation Area a. Under Attic(Vented) R=30.0 976.00 ft' 6. Conditioned floor area above grade(ft') 1325 b. NIA R= ft' Conditioned floor area below grade(ft=) 0 c.NIA R= W 11 Ducts R ft' 7 Windows(156.3 sgft.) Description Area a. Sup.Attic,Ret: Main,AH:Main 6 265 a. U-Factor: Dbl. U=0.33 156.25 ft' SHGC: SHGC=0.32 b. U-Factor: NIA ft' 12. Cooling systems kBtu/hr Efficiency SHGC. a. Central Unit 24.0 SEER:13.00 c. U-Factor: N/A ft' SHGC. 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 24.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.579 ft. Area Weighted Average SHGC: 0.320 14.Hot water systems- Supplemental for addition a. Electric Cap: 30 gallons 8. Floor Types (719.0 sgft.) Insulation Area EF 0.900 a. Floor over Garage R=19.0 370.00 ft' b. Conservation features b. Slab-On-Grade Edge Insulation R=0.0 349.00 ft' None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads 27.27 G(asstFloorArea: 0.118 PASS Total Standard Reference loads: 34.73 1 hereby certify that the plans and specifications covered by Review of the plans and OF^fHF sr ir' this calculation are in compliance with the Florida Energy specifications covered by this ti , ® ,. Code, calculation indicates compliance h r h with the Florida Energy Code. ; PREPARED BY: __ _.__ _.____._.. Before construction is completed DATE: _ _ �O►3 this building will be inspected for ---- compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes with the Florida Energy Co CQU%rE OWNER/AGENT:,..-_ BUILDING OFFICIAL A1#7 DATE __9/20/2013 --_--.__ -- DATE Compliance requires completion of a Florida Air Barner and Insulation Inspection Checklist 9/19/2013 1:24 PM EnergyGaugeV USA-FlaRes2010 Section 405.4.1 Compliant Software Page t of 6 PROJECT Title: Alesch-1946 Beachside Ct 3 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1325 Lot# Owner: Alesch Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Alesch Contracting,Inc Rotate Angle: 0 Street: 1946 Beachside Court Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1325 11925 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1325 11925 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 69 ft 0 349 ft2 _—_ 0.3 0 0.7 2 Floor over Garage Main __-- --- 370 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1092 ft2 244 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 976 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 976 ft2 0.11 Wood 9/19/2013 1:26 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 9 ()rnt To Wall Type 1 E Exterior Frame-Wood Main 13 6 0 9 0 54.0 ft' 0 0.8 0 2 E Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft' 0 0.8 0 3 S Exterior Frame-Wood Main 13 10 0 9 0 90.0 ft' 0 0.8 0 4 N Garage Frame-Wood Main 11 8 0 9 0 72.0 ft' 0 0.8 0 5 E Exterior Frame-Wood Main 13 1 0 9 0 9.0 ft' 0 0.8 0 6 N Exterior Frame-Wood Main 13 2 0 9 0 18.0 ft' 0 0.8 0 7 E Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft' 0 0.8 0 8 S Exterior Frame-Wood Main 13 13 0 9 0 117.0 ft' 0 0.8 0 9 E Exterior Frame-Wood Main 13 7 0 9 0 63.0 ft' 0 0.8 0 10 S Exterior Frame-Wood Main 13 6 0 9 0 54.0 ft' 0 0.8 0 11 N Exterior Frame-Wood Main 13 7.5 0 9 0 67.5 ft' 0 0.8 0 12 N Exterior Frame-Wood Main 13 3 0 9 0 27.0 ft' 0 0.8 0 13 E Exterior Frame-Wood Main 13 20 0 9 0 180.0 ft' 0 0.8 0 14 S Exterior Frame-Wood Main 13 3 0 9 0 27.0 ft' 0 0.8 0 15 E Exterior Frame-Wood Main 13 5.5 0 9 0 49.5 ft' 0 0.8 0 16 S Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft' 0 0.8 0 17 N Garage Frame-Wood Main 11 12.5 0 9 0 112.5 ft' 0 0.8 0 18 E Exterior Frame-Wood Main 13 5.5 0 9 0 49.5 ft' 0 0.8 0 19 S Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft' 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.460000 0.1 0.1 0.010000 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 None Low-E Double Yes 0.33 0.32 24.5 ft' 7.5 ft 0 in 1 ft 0 in None None 2 E 2 None Low-E Double Yes 0.33 0.32 37.5 ft' 7.5 ft 0 in 1 ft 0 in None None 3 E 7 None Low-E Double Yes 0.33 0.32 16.0 ft' 1 ft 0 in 1 ft 0 in None None 4 E 9 None Low-E Double Yes 0.33 0.32 2.3 ft' 1 ft 0 in 1 ft 0 in None None 5 S 10 None Low-E Double Yes 0.33 0.32 8.0 ft' 1 ft 0 in 1 ft 0 in None None 6 N 11 None Low E Double Yes 0.33 0.32 12.0 ft' 1 ft 0 in 1 ft 0 in None None 7 E 13 None Low-E Double Yes 0.33 0.32 32.0 ft' 1 ft 0 in 3 ft 0 in None None 8 E 15 None Low-E Double Yes 0.33 0.32 8.0 ft' 1 It 0 in 1 ft 0 in None None 9 S 16 None Low-E Double Yes 0.33 0.32 16.0 ft' 1 ft 0 in 1 ft 0 in None None 9/19/2013 1:26 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 400 ftz 0 ftz 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 1042.6 57.240 107.64 0.2843 5.2460 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:13 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.9 30 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS ----Supply---- ----Return-- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler CRO125 OUT QN RLF Heat Cool 1 Attic 6 265 ft' Main 66.25 ft Default Leakage Main cfm (Default) 1 1 9/19/2013 1:26 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan ( ]Feb [[ ]]Mar Apr I IM a X Jun rl Jul ri Au rl Se Oct [ ]Nov H Dec Heating Jan (XFeb [X]Mar f APr MayJun Jul AuSep f Oct [X]Nov Dec Ventin Jan [ 1]Feb [X Mar [X A r May [ Jun JulAug Se [ Oct [X]Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(VVD) 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 9/19/2013 1:26 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1946 Beachside Court PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors& outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which 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 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 1 R-19 space permitting. 9/19/2013 1:26 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the Energy Performance Index, the more efficient the home. 1946 Beachside Court, Atlantic Beach, FL, 32233- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 1255.50 ft2 b. Frame-Wood,Adjacent R=11.0 184.50 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3(3) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 976.00 ft2 6. Conditioned floor area(ft2) 1325 b.N/A R= ft2 7. Windows`* Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.33 156.25 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Main,AH:Main 6 265 SHGC: SHGC=0.32 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.579 ft. Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14.Hot water systems-Supplemental for addition a. Floor over Garage R=19.0 370.00 ft2 a.Electric Cap:30 gallons EF:0.9 b.Slab-On-Grade Edge Insulation R=0.0 349.00 ft2 b. Conservation features c.N/A R= ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building FTBE SIq�, Construction through the above energy saving features which will be installed (or exceeded) do a Fo in this home before final inspection. 'Otherwise, a new EPL Display Card will be completed based on installed Code c liant features. Builder Signature: _ Date: 9/20/2013 �; s Address of New Home: 1946 BEACHSIDE CT City/FL Zip:ATLANTIC BEACH,FL 322 C00 W-E rq�� *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. Contact the EnergyGauge Hotline at(321) 638-1492 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Alesch-1946 Beachside Ct 32233 Builder Name: Alesch Contracting, Inc Street: 1946 Beachside Court Permit Office: Duval City,State,Zip: Atlantic Beach, FL,32233- Permit Number: Owner: Alesch Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software vy,�j,y4yAw.w..r..�w•.���.w ce•....... ._....vel•tae... �1 FILE COPY Alesch - 1946 Beachside Ct 32233 HVAC Load Calculations for Alesch Contracting, Inc El ite ftiNare RHVACRESIDENTIAL AND LIGHT OMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, Fl. 32218 904 757-3569 Thursday, September 19, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services a Alesch-1946 Beachside Ct 32233 Jacksonville,FL 32218 Pa e 2 Project Report General Project information Project Title: Alesch- 1946 Beachside Ct 32233 Project Date: Thursday, September 19, 2013 Project Comment: Client Name: Alesch Contracting, Inc Client Phone: (904)613-6517 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Qesign Data Reference City: Jacksonville, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Figures Total Building Supply CFM: 2,323 CFM Per Square ft.: 0.729 Square ft. of Room Area: 3,188 Square ft. Per Ton: 634 Volume(ft') of Cond. Space: 32,622 Building Loads Total Heating Required Including Ventilation Air: 49,543 Btuh 49.543 MBH Total Sensible Gain: 51,057 Btuh 85 % Total Latent Gain: 9,315 Btuh 15 % Total Cooling Required Including Ventilation Air: 60,372 Btuh 5.03 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 19, 2013, 2:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,FL 32218 Page 3 Miscellaneous_ Report System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 'Duct Sizing Inputs -� Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.311 AC/hr 0.311 AC/hr 169 CFM 169 CFM Infiltration Actual: 0.311 AC/hr 0.311 AC/hr Above Grade Volume: X 32,622 Cu.ft. X 32.622 Cu.ft. 10,160 Cu.ft./hr 10,160 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 169 CFM 169 CFM Total Building Ventilation: 0 CFM 0 CFM --System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC/hr(117 CFM) Summer Infiltration Specified: 0.350 AC/hr(117 CFM) ---System 2-- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(52 CFM) Summer Infiltration Specified: 0.250 AC/hr(52 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.12 6 483 No 1 Return Main Attic 16B 0.24 6 179 No [-Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From �a,,Jype Description Location Ceiling Leakage _ Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 378 No 1 Return Main Attic 16B 0.15 6 140 No Thursday, September 19, 2013, 2:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy,Services Alesch-1946 Beachside Ct 32233 Jacksonville, FL 32218 Page 4 Load Preview Report Net Rec ft.� 'Sen Lat Net Sen Sys Cys! ys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM S¢e Building 5.03 5.67 562 3,188 51,057 9,315 60,372 49,543 1,002 2,323 2,323 System 1 326 3.62 495 1,790 32,577 6,564 39,141 34,979 707 1,482 1,482 20 Duct Latent 1,547 1,547 Zone 1 1,790 32,577 5,017 37,594 34,979 707 1,482 1,482 20 1-Foyer 120 925 137 1,062 1,148 23 42 42 1-4 2-Office 1 143 4,619 714 5,333 3,676 74 210 210 2--6 3-Kitchen 234 3,434 497 3,931 1,963 40 156 156 2-5 4-Living/Dining 520 14,281 2,126 16,407 12,025 243 650 650 6-6 5-Stair 68 0 0 0 0 0 0 0 0--0 6-Master Bedroom 270 5,911 754 6,665 6221 126 269 269 3--0 7-M WIC Int 52 0 0 0 0 0 0 0 0-0 8-M WIC Ext 36 606 149 755 1,136 23 28 28 1-4 9-Master Bath 90 796 206 1,002 2,675 54 36 36 1-4 10-M Toilet 17 0 0 0 0 0 0 0 0-0 11-1/2 Bath 30 81 0 81 405 8 4 4 1-4 12-Hall 60 238 0 238 686 14 11 11 0--0' 13-Laundry1 81 242 23 265 994 20 11 11 1-4 27-Garage Storage 69 1,443 411 1,854 4,050 82 66 66 1-5 System 2 1.77 2.05 681 1,398 18,480 2,750 21,230 14,564 294 841 841 18 Duct Latent 837 837 Zone 1 1,398 18,480 1,913 20,393 14,564 294 841 841 18 14-Upstairs Hall/Stair 120 269 0 269 202 4 12 12 0--0' 15-Bath 3 69 165 0 165 125 3 8 8 1-4 16-Bedroom 3 138 2,678 371 3,049 2,478 50 122 122 2-4 17-Br 3 WIC 72 569 94 663 663 13 26 26 1-A 18-Bedroom 2 150 1,444 162 1,606 1272 26 66 66 1-5 19-Br2 WIC 51 122 0 122 92 2 6 6 1-4 20-Bath 2 51 122 0 122 92 2 6 6 1-4 21-Bedroom 4 174 1,561 162 1,723 1,369 28 71 71 1-5 22-Laundry2 26 72 0 72 77 2 3 3 1-4 23-Br4 WIC 56 646 101 747 863 17 29 29 1-4 24-Bonus Room 400 7,509 780 8,289 5,359 108 342 342 4-5 25-Bonus WIC 22 53 0 53 40 1 2 2 1-4 26-Office 2 69 3270 243 3,513 1,932 39 149 149 2-5 Thursday, September 19, 2013, 2:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville, FL 32218 Page 5 Duct Size Preview Room or Minimum Maximuml Rough. DesignSP Duct Dud Ht C Ad. Duct Duct Name Velo My l Velocity Factor Ll100 Loss Velocity Length Fbw Flow Fbw I Size _. _ a System 1 Supply Runouts Zone 1 lfoyer 450 750 0 0.1 482.4 23 44, 42 1-4 2-Office 1 450 750 0 0.1 535.2 74 210 210 2-0 3-Kitchen 450 750 0 0.1 572.8 40 156 156 2-5 4-Living/Dining 450 750 0 0.1 551.5 243 650 650 6-6 5-Stair 450 750 0 0.1 0 0 0 0 0-0 6-Master Bedroom 450 750 0 0.1 456.6 126 269 269 3-6 7-M WIC Int 450 750 0 0.1 0 0 0 0 0-0 8-M WIC Ext 450 750 0 0.1 316 23 28 28 1-4 9-M aster Bath 450 750 0 0.1 415.2 54 36 36 1-4 10-M Toilet 450 750 0 0.1 0 0 0 0 0-0 11-1/2 Bath 450 750 0 0.1 42.3 8 4 4 1-4 12-Hall 450 750 0 0.1 0 14 11 11 0-0 13-Laundry 1 450 750 0 0.1 126.3 20 11 11 1-4 27-Garage Storage 450 750 0 0.1 481.5 82 66 66 1-0 Other Ducts in System 1 Supply Main Trunk 550 600 0 0.1 679.4 707 I&2 1,482 20 System 2 Supply Runouts Zone 1 14-Upstairs Hall/Stair 450 750 0 0.1 0 4_I 12 0-0 15-Bath 3 450 750 0 0.1 86.1 3 8 1-4 16-Bedroom 3 450 750 0 0.1 698.2 50 rv„ ; I 122 2-4 17-Br 3 WIC 450 750 0 0.1 296.8 13 26 1-4 18-Bedroom 2 450 750 0 0.1 481.8 26_) 66 1-0 19-Br2WIC 450 750 0 0.1 63.7 2 6 1-4 20-Bath 2 450 750 0 0.1 63.7 2 I 6 1-4 21-Bedroom 4 450 750 0 0.1 520.7 28_; 71 1-5 22-Laundry2 450 750 0 0.1 37.6 2-I 3 1-4 23-Br 4 WIC 450 750 0 0.1 336.6 17_I 29 1-4 24-Bonus Room 450 750 0 0.1 626.4 108_I 342 4-5 25-Bonus WIC 450 750 0 0.1 27.5 1 _I 2 1-4 26-Office 2 450 750 0 0.1 545.5 39_) 149 2-5 Other Ducts in System 2 Supply Main Trunk 550 600 0 0.1 475.8 294 841 18 Summary System 1 N Heating Flow: 707 Cooling Flow: 1482 System 2 Heating Flow: 294 Cooling Flow: 841 Thursday, September 19, 2013, 2:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville, FL 3221$ Page 6 Total Building Summary Loads Component Area Sen Lat Sen Tot Description Quan Loss Gain Gain Ga 10D-f: Glazing-French door, double pane low-e glass(e= 24.5 326 0 505 505 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 4A-6-o: Glazing-Double pane low-e(e=0.20 or less), 292.8 3,668 0 6,672 6,672 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.33, SHGC 0.33 4A-6-d: Glazing-Double pane low-e(e= 0.20 or less), 80.4 1,008 0 1,214 1,214 high performance, sliding glass door, a=0.05 on surface 2, any frame, u-value 0.33, SHGC 0.33 11 D: Door-Wood-Solid Core 20.1 298 0 149 149 12C-Osw. Wall-Frame, R-13 insulation in 2 x 4 stud 870.2 3,010 0 2,019 2,019 cavity, no board insulation, siding finish, wood studs 12B-Osw. Wall-Frame, R-11 insulation in 2 x 4 stud 1378.1 5,079 0 31757 3,757 cavity, no board insulation, siding finish, wood studs 126-0sw. Part-Frame, R-11 insulation in 2 x 4 stud cavity, 344.4 1,269 0 635 635 no board insulation, siding finish, wood studs 1613-19: Roof/Ceiling-Under Attic with Insulation on Attic 825.8 1,538 0 2,185 2,185 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 1613-11: Roof/Ceiling-Under Attic with Insulation on Attic 256 788 0 1,120 1,120 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-11 insulation 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1458.5 1,774 0 2,520 2,520 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 210 10,836 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-19: Floor-Over open crawl space or garage, Passive, 516.8 983 0 362 362 R-19 blanket insulation, any cover Subtotals for structure: 30,577 0 21,138 21,138 People: 7 1,400 1,610 3,010 Equipment: 0 10,300 10,300 Lighting: 0 0 0 Ductwork: 11,895 2,385 12,809 15,193 Infiltration: Winter CFM: 169, Summer CFM: 169 7,071 5,530 3,536 9,066 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 1,664 1,664 Total Building Load Totals: 49,543 9,315 51,057 60,372 1✓heck Fi utas Total Building Supply CFM: 2,323 CFM Per Square ft.: 0.729 Square ft. of Room Area: 3,188 Square ft. Per Ton: 634 Volume(ft3) of Cond. Space: 32,622 --- Building Loads Total Heating Required Including Ventilation Air: 49,543 Btuh 49.543 MBH Total Sensible Gain: 51,057 Btuh 85 % Total Latent Gain: 9,315 Btuh 15 % Total Cooling Required Including Ventilation Air: 60,372 Btuh 5.03 Tons(Based On Sensible+ Latent) Notes Thursday, September 19, 2013, 2:40 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,FL 32218 Page 7 Total Building Summary Loads (cont'd) ____ Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 19, 2013, 2:40 PM Home Ener Services 9 Alesch-1946 Beachside Ct 2 1 Rhvac-Residential&Light ht Commercial HVAC Loads Elite Software Development,Inc. •�ksonville, FL 32218 _ —____Page 8— Building Pie Chart ,Infiltration 14% i Floor 24%. ' Building Loss Ductwork 24% 49,543 Btuh Roof 8% Door 1% Wall 19% Glass 10% Floor 1% ED Excursion 3% Roof 10% Infiltration 15% Wall 11% Building Gain 60,372 Btuh Glass 14% Ductwork 25% Door 0% People 5% 4 Equipment 17% M €I j Thursday, September 19, 2013, 2:40 PM i I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville, FL 32218 Page 9 ystem 1 Room Load Summary _ Htg Min Run Run Cig Gig Min Act Room Area Sens Htg Duct Duct Sens Lat Gig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CF --Zone 1--- 1 Foyer 120 1,148 23 1-4 482 925 137 42 42 2 Office 1 143 3,676 74 2-6 535 4,619 714 210 210 3 Kitchen 234 1,963 40 2-5 573 3,434 497 156 156 4 Living/Dining 520 12,025 243 6-6 552 14,281 2,126 650 650 5 Stair 68 0 0 0-0 0 0 0 0 0 6 Master Bedroom 270 6,221 126 3-6 457 5,911 754 269 269 7 M WIC Int 52 0 0 0-0 0 0 0 0 0 8 M WIC Ext 36 1,136 23 1-4 316 606 149 28 28 9 Master Bath 90 2,675 54 1-4 415 796 206 36 36 10 M Toilet 17 0 0 0-0 0 0 0 0 0 11 1/2 Bath 30 405 8 1-4 42 81 0 4 4 12 Hall 60 686 14 0-0 0 238 0 11 11 13 Laundry 1 81 994 20 1-4 126 242 23 11 11 27 Garage Storage 69 4,050 82 1-5 482 1,443 411 66 66 Duct Latent 1,547 System 1 total 1,790 34,979 707 32,577 6,564 1,482 1,482 System 1 Main Trunk Size: 20 in. Velocity: 679 ft./min Loss per 100 ft.: 0.058 in.wg ooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.26 83%/ 17% 32,577 6,564 39,141 Actual: 3.42 41,000 Thursday, September 19, 2013, 2:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Sottware Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Acksoriville,FL 32218 _ Page 10 - -- ----- .System-2-Room Load Summary - Htg Min Run Run Clg Clg Min Room Area Sens Htg Duct Duct Sens Lat Cig7cSFY: No Name SF Btuh CFM Size Vel Btuh Btuh CFM ---Zone 1--- 14 Upstairs Hall/Stair 120 202 4 0-0 0 269 0 12 12 15 Bath 3 69 125 3 1-4 86 165 0 8 8 16 Bedroom 3 138 2,478 50 2-4 698 2,678 371 122 122 17 Br 3 WIC 72 663 13 1-4 297 569 94 26 26 18 Bedroom 2 150 1,272 26 1-5 482 1,444 162 66 66 19 Br 2 WIC 51 92 2 1-4 64 122 0 6 6 20 Bath 2 51 92 2 1-4 64 122 0 6 6 21 Bedroom 4 174 1,369 28 1-5 521 1,561 162 71 71 22 Laundry 2 26 77 2 1-4 38 72 0 3 3 23 Br 4 WIC 56 863 17 1-4 337 646 101 29 29 24 Bonus Room 400 5,359 108 4-5 626 7,509 780 342 342 25 Bonus WIC 22 40 1 1-4 28 53 0 2 2 26 Office 2 69 1,932 39 2-5 546 3,270 243 149 149 Duct Latent 837 System 2 total 1,398 14,564 294 18,480 2,750 841 841 System 2 Main Trunk Size: 18 in. Velocity: 476 ft./min Loss per 100 ft.: 0.033 in.wg fooling System Summer JW Cooling ensible/Latent Sensible Latent Total Split Btuh Btuh Btuh - - - -- -- - Net Required: 1.77 87%/ 13% 18,480 2,750 21,230 Actual: 2.00 75%/25% 18,000 6,000 24,000 Equipment Data _ Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH 13NA024****A CH13NA024****A Indoor Model: FFMANP030+TXV Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 22600 24000 Sensible Capacity: n/a 18,000 Btuh Latent Capacity.- n/a 6,000 Btuh AHRI Reference No.: n/a 6117516 Thursday, September 19, 2013, 2:40 PM •��. formation Alesch Contracting Incr -13-0462 ** FIL Pt • - -•-- cot Burney IS Designer: Ken Knapik ManningBuildingSupplies pp Report and Delivery Datei .lob: Jacksonville, Florida 32256 jaxtruss@mbs-corp.com Phone:(904)268-8225 ' Fax:(904)260-2981 Date: 9/27/2013 Alesch Contracting-ALESCH R Del.Date: 1946 Beachside Ct - - Atlantic Beach FL 32233 Cover Sheet Truss Level Aproud P-..Id • • • AIWn.Engineered Vmdudt,In¢ russ Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1 20100"00 C01 7.50/0 01100"00 2x4 06'10"08 01'001,00 2x8 1 20'00"00 CO2 7.5/0 01'001,00 2x4 07'02"10 01'001,00 2x8 1 25'10"00 CO3 7.5/0 01'001,00 2x4 08'10"07 01'001,00 2x8 6 25'10"00 C04 7.5/0 01'001,00 2x4 09'00"08 01'001,00 2x4 5 25'10"00 C05 7.5/0 01'001,00 2x4 09'00"08 00'001,00 2x4 1 13'09"00 D01 7.50/0 01'001,00 2x4 04'11"01 01'001,00 2x4 1 13'09"00 D02A 7.5 / 0 01'001,00 2x4 05'03"03 00'001,00 2x4 1 13'09"00 D02 7.5/0 01'001,00 2x4 05'03"03 00'001,00 2x4 1 25'03"08 D03 7.5/0 01'001,00 2x4 05'03"03 00'001,00 2x6 1 25'03"08 D04 7.5/ 0 01'001,00 2x4 05'03"03 00'001,00 2x4 1 25'03"08 D05 7.50/0 01'001,00 2x4 05'01"05 00'001,00 2x4 1 06'00"01 E01 5.00/0 01'001,00 2x4 03'02"13 00'001,00 2x6 2 06'00"01 E02 5.00/0 01'001,00 2x4 03'02"13 00'001,00 2x4 1 06'00"01 E03 5.00/0 00'001,00 2x4 02'10"01 00'001,00 2x4 1 06'00"01 E04 0/0 00'001,00 2x4 02'10"01 00'001,00 2x4 1 06'00"01 E05 0/0 00'001,00 2x4 03'02"12 00'001,00 2x4 HomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 ' Job#: J-13-0462 Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1 06'01"08 G01 7.5/0 00'001,00 2x4 04'02"05 00'001,00 2x6 a q.ua vadn..a 'M En/im and vmdue.,Inc • • • • • Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size 2 09'07"08 F01 0/0 00'001,00 4x2 01'06"00 00'001,00 4x2 9 09'07"08 F02 0/0 00'001,00 4x2 01'06"00 00'001,00 4x2 2 06'07"08 F03 0/0 00'001,00 4x2 01'06"00 00100"00 4x20SZ5A 1 06'07"08 F04 0/0 00'001,00 4x2 01'06"00 00'001,00 4x2 1 25'09"00 F05 0/0 00'001,00 42 01'06"00 00'001,00 4x2 3 25'09"00 F06 0/0 00'001,00 4x2 01'06"00 00'001,00 42 5 26'11"08 F07 0/0 00'001,00 4x2 01'06"00 00'001,00 4x2 1 26'11"08 F08 0/0 00'001,00 4x2 01'06"00 00'001,00 4x2 5 18'03"08 F09 0/0 00'001,00 4x2 01'06"00 00'001,00 4x2 1 18'03"08 F10 0/0 00'001,00 42 01'06"00 00'001,00 4x2 j • Qty Description i 11 HTU26 11 THA422 Trusses: 58 Hangers: 22 Jacks: 0 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 58 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 IIW ` ITW Building Components Group, Inc. R U*14�e' 2400 Lake Orange Drive suite 150 Orlando FL 32837 yr Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL 1999 �;'�`� � •�•. y y G Page I of 1 Document ID:IUZZ15 I-ZO526131419 A No.2.2839 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-13-0462--Alesch Contracting Inc. - Alesch Contracting -- 946$e hu ,sT Ur (1 46 ar.h5 Truss Count 27 v r Model Code: Florida Building Code 2010 d Truss Criteria: FBC201ORes/TPI-2007(STD) �sS h� Engineering Software: Alpine Software,Version 12.03. /OI 4�. Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 6105-31.003(5a) of the FAC 09/26/2013 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: EJCORNER-STRBRIBR-16030EC1-GBLLETIN- # Ref Description Drawin0# Date 1 04810-401 13269077 09/26/13 2 04811-402 13269085 09/26/13 3 04812-403 13269078 09/26/13 4 04813-404 13269079 09/26/13 5 04814-405 13269087 09/26/13 6 04815-406 13269086 09/26/13 7 04816-407 13269090 09/26/13 8 04817-408 13269089 09/26/13 9 04818-409 13269096 09/26/13 10 04819-410 13269084 09/26/13 11 04820-401 13269103 09/26/13 12 04821--CO2 13269102 09/26/13 13 04822--CO3 13269094 09/26/13 14 04823--CO4 13269088 09/26/13 15 04824--CO5 13269093 09/26/13 16 04825--DO1 13269099 09/26/13 17 04826-402A 13269080 09/26/13 18 04827--DO2 13269100 09/26/13 19 04828-403 13269098 09/26/13 20 04829-404 13269097 09/26/13 21 04830--DO5 13269083 09/26/13 22 04831-401 13269101 09/26/13 23 04832-402 13269081 09/26/13 24 04833-403 13269095 09/26/13 25 04834-404 13269092 09/26/13 26 04835-405 13269082 09/26/13 27 04836--001 13269091 09/26/13 ' _ ♦ DST- ;axDmm c o0 v \ r- 0 n D W O 0 -e W--1� 1 m w a rt'O L D (D S�-(n - O CD nnn i n Om 0 O w �Dn a- Z n i N Nl n mrD-t 1D rtTT T,- O m o o C-)r C)2 0 -' 0 0 0 c O U C 7 o p D D GC7.O�m O 7 3 3 3 3 3 0 w0) N C10. a) >no 3 N Y�-4m , O.a CD a l<(aD x x x N '^ a - O rno(n n m CD N NNN xr 0z - - v O N m ro j D D w : rrl O y v M o a 0.rt v r a cn(n V)d rt r-mz o v (n(nc (nCD v-Vv (D o°w St DZ<N - - 71 nN N G) C (D z n-- CD o r -o-o - ac ac 0 a N (nrmoD rt d \ ---T l0 NNS 7 O D \CV F:r- m d00 til tilrtn l N-1- Q N N r rt WWm O N m� N N rt II a WWN rt CA rt rt �vNO 3 . < ONOo F 't 0) T-vT d (.n(D . . . 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CITY OF ATLANTIC BEA , I:. s) 800 SEMINOLE ROAD ti ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003463 Date 10/23/13 Property Address . . . . . . 1946 BEACHSIDE CT Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 150000 ---------------------------------------------------------------------------- Application desc addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ POWERS SHIELA ANNE ALESCH CONTRACTING INC 1946 BEACHSIDE COURT 1946 BEACHSIDE CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 613-6517 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . B & G PLUMBING CO. , INC. Permit Fee . . . . 181 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/21/14 ---------------------------------------------------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ---------------------------------------------------------------------------- Other Fees STATE ,� pPTL�BrG DCA }�SURCHARGE � 2 . 72 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU TtAT ZAkV tP(iE)P(VORD-NIRRCES gFtHE FLORI3', 72 BUILDING CODES. CITY OF ATLANTIC BEAC, . J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 oil Page 2 Application Number 13-00003463 Date 10/23/13 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 181 . 00 181 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 5 .44 5 .44 . 00 . 00 Grand Total 186 .44 186 .44 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUM13ING PERMIT APPLICATION ,Pim CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beacli,FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 TOB ADDRESS: 19y6 gEACNStdC- G'ouRT PERWr4 13 - 2Y63 ,TEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTT' Bathtub I _ Septic:Tank&Pit Clothes Washer 17- -a-- Dishwasher Show-,r Pan Drinking Fountain Slop 'Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs I Urinal Kitchen Sink Vacuum Breakers Laundry Tray I Water Connected Appliances Lavatory S Water Heater _L— Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic:Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Threc:Compartment Sink Floor Sink Toilet Hose Bibs Urin�1 Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures . Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** STRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence unthm a six month penod or work is suss�enlied or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordir ances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name /`(���k- IS S Ll e 'e— Phone Number 613'(0-5/7 �,� L'� c (b C_ Office Phone x223'3,�� Fax�2.23.3?s0 Plumbing Company ��> � � - Co. Address: �32�1)pR3c,-�T>• ��� Carta ��v';, City �pX StateLL Zip -32',?-I& License Halder (Print): a Al,e 0_, 'K� � •e - State Certification/Registration#r-Fe a22sg3 IVI .��""". LORI S.NORDGREN �� da of 2013 ; `�Y.` ,; Notary Public-State of Florida worn and subscribed before pis Y My Comm.Expires Mar 10,2016 w c= Commission#r EE 170657 ignature of Notary Public • ����� Bonded Through National Notary Assn. CITY OF ATLANTIC BEACH � tt1 J 800 SEMINOLE ROAD J r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 oil Application Number . . . . . 13-00003463 Date 11/15/13 Property Address . . . . . . 1946 BEACHSIDE CT Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 150000 -------------------------------------------- Application desc addition ------------------------------------------- Owner Contractor ----------------- ------------------------ POWERS SHIELA ANNE ALESCH CONTRACTING INC 1946 BEACHSIDE COURT 1946 BEACHSIDE CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 613-6517 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL FloodZone ----- - -------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc ROOM ADD. RELOCATE APPLCS Sub Contractor MCDONALD ELECTRIC . 00 Permit Fee . . . . 92 . 60 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/14/14 -------------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 00 Other Fees STATE ELEC DCA SURCHARGE 2 • PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITt�'II.A1�*g(RE.��D�RANW HE FLORIDA 00 BUILDING CODES. CITY OF ATLANTIC BEACH \ ti1 J 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 VT INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003463 Date 11/15/13 Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 92 . 60 92 . 60 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 96 . 60 96 . 60 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: M`I� j&a'rh s --j' PERMIT# 13 - 3V ,3 JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑J Underground up Pole Residential(Main) Service # of Meters 0-100 amps 101-150amps 151-200amps amps Commercial(Main) Service 0-100 amps 101-150amps 151-200amps amps CT Service amps Conductor Type Size Multi-Family(Main) Service s # of Unit Meters 0-100 amps 101-150amps 151-200amps _____amps Temporary Pole amps SERVICE UPGRADE amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps 150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: .3/ 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: / 0-60amps 61-100amps Heat Circuits: �_ # circuits @ kw Number of Lighting Outlets, Including Fixtures: ZO OTHER ELECTRICAL PROJECTS KVA Motors hp Swimming Pool Sign Smoke Detectors_Qty Transformers FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) VALUE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change OH to UG ;qOvr►� G-U-c-{rTlo M Other: / Cx L(7C 1 lia t cs Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name �j Number !o t 3- 5 C G>P Phone Nuld�l 7 Electrical Company /V1c-/A v oJj Comer L Office Phone 3 �`��3 Fax 6^�g Co.Address: (yF f' IN 1jeaydr Sl- State Zip City �� 322 (1 ion# EZ-000/215/ State Certification/Registrat License Holder (Print): �-�� o _ Notarized Signnaturre of License Holder CHRIS M.THOK:,s S orn and subscribed before me' ; this j5— day of l�)ovt.»1�f 2013 Notary Public-stats of Florida tip,Comm. Expires Nov 12,201 gnature of Notary Public Con mission # EE 144025 s � _SS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J =" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003783 Date 12/05/13 Property Address . . . . . . 1946 BEACHSIDE CT Application type description ELECTRIC ONLY Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc ADDITION/PANEL CHANGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ POWERS SHIELA ANNE MCDONALD ELECTRIC 1946 BEACHSIDE COURT 6915 WEST BEAVER STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32254 (904) 356-9473 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 101 . 80 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/03/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 101 . 80 101 . 80 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 105 . 80 105 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: �1 Cl�. /,&e C4 j- /) [cte Cr�" PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole Residential(Main) Service 10-100 amps 101-150amps 151-200amps amps # of Meters Commercial(Main) Service 0-100 amps 101-150amps 151-200amps amps CT Service amps Conductor Type Size Multi-Family(Main)Service 0-100 amps 101-150amps 151-200amps amps # of Unit Meters Temporary Pole amps SERVICE UPGRADE amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps 150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: �_0-30amps 31-100amps 101-200amps Appliances: L 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: Z(a OTHER ELECTRICAL PROJETmoke !Swimming Pool Sign Detectors Qty Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change OH to UG Other: Jti PC",-,t_f Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name �- '� �! Phone Number Electrical Company G)( G^'�� �! Office Phone .%SZ �i��3 Fax Co. Address: (`��l !.�/ I&a-✓'y City +1V State Zip 32-2511 License Holder (Print): State Certification/Registration# t L 000 17y� Notarized Si nature of License Holder yea day of L7ece.. Ix f 20 I� 't.Rr Pb'9 CHRIS M. THOMAS S and subscribed before me this Notary Public-State of Florida N,» 'o= My Comm.Expires Nov 12,26b ature of Notary Public of Commission#EE 144025 „ „ HOME ENERGY SERVICES SAVE MONEY SAVE ENERGY 2080 Davis Road workordersna homebuiIdingstore.com Jacksonville, FL 32218 Office: (904)-757-3569 In regards 1946 Beachside Ct, The Energy Gauge software does not recognize multiple insulation types (vented and non-vented) for the roof deck. To adjust for this, two energy sheets have been generated for the addition at 1946 Beachside Ct to accurately reflect the insulation configuration. If you have any questions call us at 904 729 3569 or email lexi a homebuildingstore.com. syr.y n>>gN�ggd•., >�e FILF C P. ,� �� Thank you, Lexi Laughren Home Energy Services ABR IS�"� zz i • ' • Habitat Habitat for Humanity Humanity Memo DEC 26 13 To: Mike Jones;Atlantic Beach Building Dept. From: Rob Peterson, Construction Manager By Date: 12/26/2013 Re: Release Mike, Per your request, I have enclosed a copy of Release Letter from architect for the missing hurricane rod at 45 Roberts St. The original w/seal and blue signature is in the Inspector's folder on site. �#srs f struction Manager 1 ;> Lon , > b -t z > Z > Z Z — > :% -r > 0 0 -- > M �C- t > xPz Qn > > Li ILI I IL H CA) L----- -- THUR CDT -10 D �DAY FT� 201- -n —1 0 Ln > r- a > C) C) ID a C" E� E CTI o z CD 0 C/') > C/-) > M M (Co, 0. Zl COD C,D F71 0 (A C� m > 0 Ln F71 CD 0 QD < CD rD g 0 r�a C3, P W. H m 73 OD — CO CU C Qo ci 0 K) m CD m CD Lyl 0 Cl) ? CLCD m L71 Rek FIRIE COPY .i, Alesch - 1946 Beachside Ct 32233 HVAC Load Calculations for Alesch Contracting, Inc E I*ite ftvva re RHVACRESIDENTIAL, AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757-3569 Thursday, December 26, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&LigM Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville, FL 32218 Page 2 e ect Report _ General Project Information Project Title: Alesch - 1946 Beachside Ct 32233 Project Date: Thursday, September 19, 2013 Client Name: Alesch Contracting, Inc Client Phone: (904) 613-6517 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Design Data - - - - -- - - -- - - -- Reference City: Jacksonville, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Figures --- Total Building Supply CFM: 2,310 CFM Per Square ft.: 0.640 Square ft. of Room Area: 3,608 Square ft. Per Ton: 723 Volume (ft') of Cond. Space: 35,142 Building Loads - - - - Total Heating Required Including Ventilation Air: 49,659 Btuh 49.659 MBH Total Sensible Gain: 50,778 Btuh 85 % Total Latent Gain: 9,119 Btuh 15 % Total Cooling Required Including Ventilation Air: 59,898 Btuh 4.99 Tons (Based On Sensible + Latent) Notes - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch- 1946 Beachside Ct 32233 Jacksonville,EL 32218 Page 3 Miscellaneous Report System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data DryBulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 kDuct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data i ' Winter Summer Infiltration Specified: 0.307 AC/hr 0.307 AC/hr 180 CFM 180 CFM Infiltration Actual: 0.307 AC/hr 0.307 AC/hr Above Grade Volume: X 35,142 Cu.ft. X 35,142 Cu.ft. 10,790 Cu.ft./hr 10,790 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 180 CFM 180 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC/hr(117 CFM) Summer Infiltration Specified: 0.350 AC/hr(117 CFM) ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(63 CFM) Summer Infiltration Specified: 0.250 AC/hr (63 CFM) Duct Load Factor Scenarios for System 1 - -- Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.12 6 483 No 1 Return Main Attic 16B 0.24 6 179 No j Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 175 No 1 Return Main Attic 16B 0.15 6 32 No j 2 Supply Spray Foam Cond. Space - 0.09 6 491 No 2 Return Spray Foam Cond. Space - 0.15 6 91 No Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch- 1946 Beachside Ct 32233 Jacksonville, FL 32218 Page_4 Load Preview Report Net Rec ft.= Sen Lat Net Sen( Sttsi Sys Sys Duct Scope I Ton Ton /Ton Area Gain Gain Gain Loss g Clg Act Size CFM CFM CFM Building 4.99 5.64 639 3,608 50,778 9,119 59,898 49,659 1,004 2,310 2,310 System 1 3.26 3.62 495 1,790 32,577 6,564 39,141 34,979 707 1,482 1,482 20 Duct Latent 1,547 1,547 Zone 1 1,790 32,577 5,017 37,594 34,979 707 1,482 1,482 20 1-Foye r 120 925 137 1,062 1,148 23 42 42 1-4 2-Office 1 143 4,619 714 5,333 3,676 74 210 210 2--6 3-Kitchen 234 3,434 497 3,931 1,963 40 156 156 2--5 4-Living/Dining 520 14,281 2,126 16,407 12,025 243 650 650 6-6 5-Stair 68 0 0 0 0 0 0 0 0-0 6-Master Bedroom 270 5,911 754 6,665 6,221 126 269 269 3--6 7-M WIC Int 52 0 0 0 0 0 0 0 0--0 8-M WIC Ext 36 606 149 755 1,136 23 28 28 1-4 9-Master Bath 90 796 206 1,002 2,675 54 36 36 1-A 10-M Toilet 17 0 0 0 0 0 0 0 0--0 11-1/2 Bath 30 81 0 81 405 8 4 4 1-4 12-Hall 60 238 0 238 686 14 11 11 0--0` 13-Laundry1 81 242 23 265 994 20 11 11 1-A 27-Garage Storage 69 1,443 411 1,854 4,050 82 66 66 1--5 System 2 1.73 2.02 899 1,818 18,201 2,555 20,756 14,680 297 828 828 16 Duct Latent 301 301 Zone 1 651 5,353 737 6,090 4,047 82 244 244 9 14-Upstairs Hall/Stair 120 217 0 217 159 3 10 10 0--0* 15-Bath 3 69 133 0 133 98 2 6 6 1-4 16-Bedroom 3 138 2,783 436 3,219 2,052 41 127 127 2--5 17-Br3 WIC 72 505 111 616 547 11 23 23 1-4 18-Bedroom 2 150 1,519 190 1,709 1,046 21 69 69 1--5 19-Br 2 WIC 51 98 0 98 73 1 4 4 1--4 20-Bath 2 51 98 0 98 73 1 4 4 1--4 Zone 2 747 11,363 1,475 12,838 8,386 170 517 517 14 21-Bedroom 4 174 1,548 190 1,738 1,237 25 70 70 1--5 22-Laundry2 26 49 0 49 78 2 2 2 1-A 23-Br 4 WIC 56 508 119 627 745 15 23 23 1--4 24-Bonus Room 400 6,466 881 7,347 4,646 94 294 294 3-6 25-Bonus WIC 22 35 0 35 46 1 2 2 1--4 26-Office 2 69 2,757 285 3,042 1,634 33 125 125 2--5 Zone 3 420 2,409 42 2,451 2,247 45 110 110 6 28-Attic Storage 420 2,409 42 2,451 2,247 45 110 110 1-6 Sum of room airflows may be greater than system airflow because system has multiple zones. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,fl- 32218 Page 5 -- _ lbuct Size Preview Room or Minirr Maximum Rough. Design SP Duct Duct Htg Clg Ad. Duct Duct Name Y Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Foyer 450 750 0 0.1 482.4 23_ 42 1-4 2-Office 1 450 750 0 0.1 535.2 74_j 210 2-6 3-Kitchen 450 750 0 0.1 572.8 40_ 156 2--5 4-Living/Dining 450 750 0 0.1 551.5 243 _ 650 6-6 5-Stair 450 750 0 0.1 0 0_ 0 0-0 6-Master Bedroom 450 750 0 0.1 456.6 126 _; 269 3-6 7-M WIC Int 450 750 0 0.1 0 0_ 0 0-0 8-M WIC Ext 450 750 0 0.1 316 23_j 28 1-4 9-Master Bath 450 750 0 0.1 415.2 54_ 36 1-4 10•M Toilet 450 750 0 0.1 0 OM! 0 0-0 11-1/2 Bath 450 750 0 0.1 42.3 8_ 4 1-4 12-Hall 450 750 0 0.1 0 14_, 11 0-0 13-Laundry 1 450 750 0 0.1 126.3 20_ 11 1-4 27-Garage Storage 450 750 0 0.1 481.5 82_ 66 1-5 Other Ducts in System 1 Supply Main Trunk 550 600 0 0.1 679.4 707 _i 1,482 20 System 2 Supply Runouts Zone 1 14-Upstairs Hall/Stair 450 750 0 0.1 0 3_i 10 0-0 15-Bath 3 450 750 0 0.1 69.4 2_ 6 1-4 16-Bedroom 3 450 750 0 0.1 464.3 41 _ 127 2-5 17-Br 3 WIC 450 750 0 0.1 263.1 11_ 23 1-4 18-Bedroom 2 450 750 0 0.1 506.7 21 _' 69 1-5 19-Br2WIC 450 750 0 0.1 51.3 1 4 1-4 20-Bath 2 450 750 0 0.1 51.3 1 _'; 4 1--4 Zone 2 21-Bedroom 4 450 750 0 0.1 516.4 25_' 70 1--5 22-Laundry 2 450 750 0 0.1 25.7 2_ 2 1-4 23-Br4 WIC 450 750 0 0.1 264.9 15 23 1--4 24-Bonus Room 450 750 0 0.1 499.4 94_ 294 3--6 25-Bonus WIC 450 750 0 0.1 18.1 1 _ 2 1-A 26-Office 2 450 750 0 0.1 460 33_ 125 2-5 Zone 3 28-Attic Storage 450 750 0 0.1 558.3 45_ 110 1-6 Other Ducts in System 2 Supply Main Trunk 550 600 0 0.1 593.1 297 828 16 Summary System 1 Heating Flow: 707 Cooling Flow. 1482 System 2 Heating Flow: 297 Cooling Flow. 828 14hvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. IHome Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,'FL 32218 Page 6 Total Building Summary Loads _ _ rGomponent Area Sen Lat Sen To Description Quan Loss Gain Gain Ga 10D-f: Glazing-French door, double pane low-e glass (e = 24.5 326 0 505 505 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 292.8 3,668 0 6,672 6,672 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.33, SHGC 0.33 4A-6-d: Glazing-Double pane low-e (e = 0.20 or less), 80.4 1,008 0 1,214 1,214 high performance, sliding glass door, a=0.05 on surface 2, any frame, u-value 0.33, SHGC 0.33 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 6.8 90 0 274 274 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 11 D: Door-Wood-Solid Core 20.1 298 0 149 149 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud 870.2 3,010 0 2,019 2,019 cavity, no board insulation, siding finish,wood studs 12B-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud 1395.3 5,142 0 3,804 3,804 cavity, no board insulation, siding finish, wood studs 12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 344.4 1,269 0 635 635 no board insulation, siding finish, wood studs 16B-19: Roof/Ceiling-Under Attic with Insulation on Attic 825.8 1,538 0 2,185 2,185 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 166-11: Roof/Ceiling-Under Attic with Insulation on Attic 256 788 0 1,120 1,120 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-11 insulation 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 711.2 865 0 1,229 1,229 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 18A1-210: Roof/Ceiling-Roof Joists Between Roof Deck 1707.2 3,048 0 2,406 2,406 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 open cell 1/2 Ib. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist 22A-ph: Floor-Slab on grade, No edge insulation, no 210 10,836 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-19: Floor-Over open crawl space or garage, Passive, 516.8 983 0 362 362 R-19 blanket insulation, any cover Subtotals for structure: 32,869 0 22,574 22,574 People: 7 1,400 1,610 3,010 Equipment: 0 11,500 11,500 j Lighting: 0 0 0 Ductwork: 9,281 1,848 9,673 11,521 Infiltration:Winter CFM: 180, Summer CFM: 180 7,509 5,871 3,757 9,628 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 1,664 1,664 Total Building Load Totals: 49,659 9,119 50,778 59,898 Check Figures I Rhvac-Residential&Light Commercial HVAC LoadsP Elite Software Develo ment Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,'FL 32218 parle 7 � Total Building Summ iry Loads (contdd) Check Figures - - - -- — Total Building Supply CFM: 2,310 CFM Per Square ft.: 0.640 Square ft. of Room Area: 3,608 Square ft. Per Ton: 723 Volume (ft) of Cond. Space: 35,142 .Building Loads - - - --- Total Heating Required Including Ventilation Air: 49,659 Btuh 49.659 MBH Total Sensible Gain: 50,778 Btuh 85 % Total Latent Gain: 9,119 Btuh 15 % Total Cooling Required Including Ventilation Air: 59,898 Btuh 4.99 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. AI computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,EL 32218 Page 8 Building Pie Chart Infiltration 15% Floor 24%, % Building Ductwork 19% Loss 49,659 Btuh Roof 13% Door 1% Glass 10% Wall 19% Floor 1% ED Excursion 3% Roof 12%. i Infiltration 16% Wall 11% Building Gain 59,898 Btuh Ductwork 19% Glass 14% Door 0% People 5% Equipment 19% Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Alesch-1946 Beachside Ct 32233 Jacksonville,'FL 32218 _ Page 9 System 1 Room Load Summary_ Htg Min Run Run Clg Cig Min A Room Area Sens Htg Duct Duct Sens Lat Cig S ` No Name SF Btuh CFM Size Vel Btuh Btuh CFM CIF ---Zone 1--- 1 Foyer 120 1,148 23 1-4 482 925 137 42 42 2 Office 1 143 3,676 74 2-6 535 4,619 714 210 210 3 Kitchen 234 1,963 40 2-5 573 3,434 497 156 156 4 Living/Dining 520 12,025 243 6-6 552 14,281 2,126 650 650 5 Stair 68 0 0 0-0 0 0 0 0 0 6 Master Bedroom 270 6,221 126 3-6 457 5,911 754 269 269 7 M WIC Int 52 0 0 0-0 0 0 0 0 0 8 M WIC Ext 36 1,136 23 1-4 316 606 149 28 28 9 Master Bath 90 2,675 54 1-4 415 796 206 36 36 10 M Toilet 17 0 0 0-0 0 0 0 0 0 11 1/2 Bath 30 405 8 1-4 42 81 0 4 4 12 Hall 60 686 14 0-0 0 238 0 11 11 13 Laundry 1 81 994 20 1-4 126 242 23 11 11 27 Garage Storage 69 4,050 82 1-5 482 1,443 411 66 66 Duct Latent 1,547 System 1 total 1,790 34,979 707 32,577 6,564 1,482 1,482 System 1 Main Trunk Size: 20 in. Velocity: 679 ft./min Loss per 100 ft.: 0.058 in.wg Cooling System Summary --- — - --- _-- -- - Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.26 83%/ 17% 32,577 6,564 39,141 Actual: 3.42 41,000 Equipment Data Heating System Coolinq System Heating System Cooling System Model: Existing Existing Indoor Model: Brand: Efficiency: 0 13 Sound: Capacity: 41000 41000 Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Home Energy Services Alesch- 1946 Beachside Ct 32233 Jacksonville`FL 32218 Page 10 S�rstem 2 Room Load Sum- mart' Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM --- one 1--- - --- -- - -- 14 Upstairs Hall/Stair 120 159 3 0-0 0 217 0 10 10 15 Bath 3 69 98 2 1-4 69 133 0 6 6 16 Bedroom 3 138 2,052 41 2-5 464 2,783 436 127 127 17 Br 3 WIC 72 547 11 1-4 263 505 111 23 23 18 Bedroom 2 150 1,046 21 1-5 507 1,519 190 69 69 19 Br 2 WIC 51 73 1 1-4 51 98 0 4 4 20 Bath 2 51 73 1 1-4 51 98 0 4 4 Zone 1 subtotal 651 4,047 82 5,353 737 244 244 —Zone 2--- 21 Bedroom 4 174 1,237 25 1-5 516 1,548 190 70 70 22 Laundry 2 26 78 2 1-4 26 49 0 2 2 23 Br 4 WIC 56 745 15 1-4 265 508 119 23 23 24 Bonus Room 400 4,646 94 3-6 499 6,466 881 294 294 25 Bonus WIC 22 46 1 1-4 18 35 0 2 2 26 Office 2 69 1,634 33 2-5 460 2,757 285 125 125 Zone 2 subtotal 747 8,386 170 11,363 1,475 517 517 —Zone 3--- 28 Attic Storage 420 2,247 45 1-6 558 2,409- 42 110 110 Zone 3 subtotal 420 --2,247 45 2,409 42 110 110 - Duct Latent 301 System 2 total 1,818 14,680 297 - 18,201 2,555 828 828 System 2 Main Trunk Size: 16 in. Velocity: 593 ft./min Loss per 100 ft.: 0.060 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. Cooling System Summary - Cooling Sensible/Latent Senl ---- -- L —Total s SAR- - Bbh Btuh Net Required: 1.73 88%/ 12% 18,201 2,555 20,756 Actual: 2.00 75%/25% 18,000 6,000 24,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA024****A CH13NA024****A Indoor Model: FFMANP030+TXV Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 22600 24000 Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh AHRI Reference No.: n/a 6117516 FORM405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Alesch- 1946 Beachside Ct Spray Foam Builder Name: Alesch Contracting,k a Street: 1946 Beachside Ct Permit Office: Duval ¢ .j City, State, Zip: Atlantic Beach , FL , 32233- Permit Number: P V Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing Addition 9, Wall Types(748.5 sqft.) Insulation `Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 748.50 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedroom�Bedrms In Addition) 1(1) d. N/A R= ft2 5. is this a worst case? No 10. Ceiling Types (750.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=21.0 750.00 ft2 6. Conditioned floor area above grade(ft2) 1167 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(86.8 sqft,) Description Area a. Sup: Main. Ret: Main,AH: Main 6 233.4 a. U-Factor: Dbl, U=0.35 86.80 ft2 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems-None required 8. Floor Types (370.0 sqft.) Insulation Area a. Cap: N/A EF: 0.000 a. Floor over Garage R=19.0 370.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.074 Total Proposed Modified Loads 19.36 PASS Total Standard Reference Loads: 27.30 1 hereby certify that the plans and specifications covered by Review of the plans and , -04E S74 this calculation are in compliance with the Florida Energy specifications covered by this �0� ,fi0V, Code. calculation indicates compliance IL a p Jwith the Florida Energy Code. PREPARED BY _ Before construction is completed DATE: ___ Z. 2 lr / r 3 _ __ this building will be inspected for c j compliance with Section 553.908 , `c I hereby certify that this b 'ding, s e i ed, is i compliance Florida Statutes. with the Florida Energy C Cab WE OWNER/AGENT: __ _ BUILDING OFFICIAL: DATE: _____ _ _ DATE: __-_ -__-_-- `/3- Compliance Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with Table B-1.1.2. 12/26/2013 9:39 AM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Alesch-1946 Beachside Ct S Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 1167 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Alesch Contracting, Inc Rotate Angle: 0 Street: 1946 Beachside Ct Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1167 9336 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1167 9336 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space R-Value Area Tile Wood Carpet 1 Floor over Garage Main -___ ____ 370 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 839 ft2 188 ft2 Medium 0.96 No 0.9 No 21 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 750 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 0.1 750 ft2 0 Wood WALLS Vit Ornt TO Wall Type Adjacent Cavity Width Height Sheathing Framing Solar Below Space R-Vallle Ft In Ft In Area R-Vaille Fraction Absor Grade% 1 N Exterior Frame'-Wood Main 13 12 0 9 0 108.0 ft2 0 0.8 0 2 N Exterior Frame-Wood Main 13 7.5 0 9 0 67.5 ft2 0 0.8 0 _ 3 N Exterior Frame-Wood Main 13 20 0 9 0 180.0 ft2 0 0.8 0 4 E Exterior Frame-Wood Main 13 20 0 9 0 180.0 ft2 0 0.8 0 5 S Exterior Frame-Wood Main 13 3 0 9 0 27.0 ft2 0 0.8 0 6 E Exterior Frame-Wood Main 13 5.5 0 9 0 49.5 ft2 0 0.8 0 _ 7 S Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft2 0 0.8 0 8 W Exterior Frame-Wood Main 13 4 0 6 0 24.0 ft2 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None 0.460000 0.1 0.1 0.010000 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 None Low-E Double Yes 0.35 0.35 12.0 ft2 1 ft 0 in 1 ft0 in None None 2 N 2 None Low-E Double Yes 0.35 0.35 12.0 ft2 1 ft 0 in 1 ft 0 in None None 3 E 4 None Low-E Double Yes 0.35 0.35 32.0 ft2 1 ft 0 in 3 ft 0 in None None 4 E 6 None Low-E Double Yes 0.35 0.35 8.0 ft2 1 ft 0 in 1 ft 0 in None None 5 S 7 None Low-E Double Yes 0.35 0.35 16.0 ft2 1 ft 0 in 1 ft 0 in None None 6 W 8 None Low-E Double Yes 0.35 0.35 6.8 ft2 1 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 380 ft2 10 ft2 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH 0.000263 807.25 44.317 83.345 0.25 5.1880 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 24 kBtu/hr 720 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS ----Supply---- ----Return--- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler CF1ID125 OUT QN RLF Heat Cool 1 Main 6 233.4 ft Main 58.35 ft Default Leakage Main cfm (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r Ma X Jun X Jul ri Au ri Se Oct Nov Dec HeatinHJan Feb Mar �Ap Ar I May Jun 4 �Jul AuSeP f Oct X�Nov Dec Ventin Jan Feb X Mar Apr May Jun [ Jul Aug Se [X Oct [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 W 68 68 68 68 66 66 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1946 Beachside Ct PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and / doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: s� gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the / primary air containment passageways for air distribution systems shall / be considered ducts or plenum chambers, shall be constructed and yy sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 ' + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or ✓ other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per equipment Tables 503.2.3. Equipment efficiency verification required. Special / occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 1946 Beachside Ct, Atlantic Beach, FL, 32233- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 748.50 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1(1) d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Roof Deck(Unvented) R=21.0 750.00 ft2 6. Conditioned floor area(ft2) 1167 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 86.80 ft2 11.Duds R ft2 SHGC: SHGC=0.35 a.Sup:Main, Ret:Main,AH:Main 6 233.4 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems-None required Cap:N/A a.Floor over Garage R=19.0 370.00 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 Sr Construction through the above energy saving features which will be installed (or exceeded) y0 in this home before final insIT ectio Cith Ise, a new EPL Display Card will be completed based on installed Codec i t f Builder Signature: Date: 1 . t Address of New Home: City/FL Zip: ✓� 5� 223 �0 W'E *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. Contact the EnergyGauge Hotline at(321) 638-1492 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 1946 Beachside Ct, Atlantic Beach, FL, 32233- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 748.50 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1(1) d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Roof Deck(Unvented) R=21.0 750.00 ft2 6. Conditioned floor area(ft2) 1167 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 86.80 ft2 11.Duds R ft2 a.Sup:Main,Ret:Main,AH:Main 6 233.4 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems-None required Cap:N/A a.Floor over Garage R=19.0 370.00 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 F1KE S7,gl, Construction through the above energy saving features which will be installed (or exceeded) �0 _ Fo in this home before fi I inspecti n. t rwise, a new EPL Display Card will be completed based on installed C lia t e Builder Signature: Date: Address of New Home: IML k0or City/FL Zip: (�J �-- CODS WE 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mnrtnnno/Fr-RAI innontivoc if vnii nhfain n Finririn Fnormir-'niinn Rntinn ('nntnrrttho Fnormd'-nitno Hntlino of(4711 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Alesch- 1946 Beachside Ct Spray Foam Builder Name: Alesch Contracting, Inc Street: 1946 Beachside Ct Permit Office: Duval City,State,Zip: Atlantic Beach, FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall.— Exception—fixtures rywall.Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wirin . Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. / HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Alesch- 1946 Beachside Ct Batt Builder Name: Alesch Contracting.lgy;F,TM Street: 1946 Beachside Ct Permit Office: Duval City, State, Zip: Atlantic Beach , FL , 32233- Permit Number: �! Owner: Jurisdiction: 261100FILE COPY k Design Location: FL, Jacksonville aw::a..•.�. ._..� _:.....ter 1. New construction or existing Addition 9. Wall Types(693.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 580.50 ft2 b. Frame-Wood,Adjacent R=11.0 112.50 ft 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of BedroomlBedrms In Addition) 2(2) d. N/A R= ft2 5. Is this a worst case? 10. Ceiling Types (720.0 sqft.) Insulation Area NO a. Under Attic(Vented) R=30.0 720.00 ft2 6. Conditioned floor area above grade(ft2) 720 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(26.3 sgft.) Description Area a. Sup:Attic, Ret: Main, AH: Main 6 144 a. U-Factor: Dbl, U=0.35 26.25 ft2 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems- Supplemental for addition 8. Floor Types (84.0 sgft.) insulation Area a. Electric Cap: 30 gallons EF: 0.910 a. Slab-On-Grade Edge Insulation R=0.0 69.00 ft2 b. Conservation features b. Floor over Garage R=19.0 15.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.036 Total Proposed Modified Loads: 17.39 PASS Total Standard Reference Loads: 22.07 1 hereby certify that the plans and specifications covered by Review of the pians and qHE S*r this calculation are in compliance with the Florida Energy specifications covered by this �� Code. calculation indicates compliance y �,,,t►' '�; J Is with the Florida Energy Code. PREPARED BY: completed -___ - p Before construction is com leted - Cd DATE: this building will be inspected for a compliance with Section 553.908 t . ♦ ' 7 I hereby certify that t bwl n d igned, is m Florida Statutes. compliance with the Florida Ener y d COU WE OWNER/AGENT. -- __ -- BUILDING OFFICIAL: __/V - DATE: - -- ----- - ------ DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/26/2013 9:34 AM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Alesch-1946 Beachside Ct B Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 720 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Alesch Contracting, Inc Rotate Angle: 0 Street: 1946 Beachside Ct Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 720 5760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 720 5760 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 31 ft 0 69 ft2 —__ 0.3 0 0.7 2 Floor over Garage Main ---_ ____ 15 ft2 19 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 805 ft2 180 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 720 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 720 ft2 0.11 Wood WALLS Adjacent S ace Cavity Width Height Sheathing Framing Solar Below p R-Vah1P Ft In Ft In Area R Value Fraction Absor 1 N Garage Frame-Wood Main 11 12.5 0 9 0 112.5 ft2 0 0.8 0 2 E Exterior Frame-Wood Main 13 5.5 0 9 0 49.5 ft2 0 0.8 0 3 S Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft2 0 0.8 0 4 N Exterior Frame-Wood Main 13 2 0 9 0 18.0 ft2 0 0.8 0 5 E Exterior Frame-Wood Main 13 12.5 0 9 0 112.5 ft2 0 0.8 0 6 S Exterior Frame-Wood Main 13 13 0 9 0 117.0 ft2 0 0.8 0 7 E Exterior Frame-Wood Main 13 7 0 9 0 63.0 ft2 0 0.8 0 8 S Exterior Frame-Wood Main 13 12 0 9 0 108.0 ft2 0 0.23 0.8 0 DOORS # Omt Door Type Space Storms U-Value Width HeightArea Ft In FIn 1 N Wood Main None 0.460000 0.1 0.1 0.010000 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 5 None Low-E Double Yes 0.35 0.35 16.0 ft2 1 ft 0 in 1 ft 0 in None None 2 E 7 None Low-E Double Yes 0.35 0.35 2.3 ft2 1 ft 0 in 1 ft 0 in None None 3 S 8 None Low-E Double Yes 0.35 0.35 8.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 382.8 ft2 367 ft2 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 566.57 31.104 58.495 0.2843 5.9017 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Co_nservation 1 Electric None Main 0.91 30 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft= DUCTS ----Supply---- ----Return--- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler Cff1ID125 OUT QN RLF Heat Cool 1 Attic 6 144 ft2 Main 36 ft2 Default Leakage Main cfm (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r Ma X Jun rl Jul X Au ri Se Oct Nov Dec HeatinJan Feb �X�Mar �Ap Ar May Jun Jul AuSeP f Oct Xj Nov X Dec Ventin Jan Feb [X Mar Apr [ May Jun JulAug Se [X Oct [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 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1946 Beachside Ct PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and l controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the Ole primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in i Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical / ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1946 Beachside Ct, Atlantic Beach, FL, 32233- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 580.50 ft2 b. Frame-Wood,Adjacent R=11.0 112.50 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2(2) d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 720.00 ft2 6. Conditioned floor area(ft2) 720 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 26.25 ft2 11.Duds R ft2 SHGC: SHGC=0.35 a.Sup:Attic, Ret:Main,AH:Main 6 144 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems-Supplemental for addition a.Slab-On-Grade Edge Insulation R=0.0 69.00 ft2 a. Electric Cap:30 gallons b.Floor over Garage R=19.0 15.00 ft2 EF:0.91 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 viE ST Construction through the above energy saving features which will be installed (or exceeded) 9p�o in this home before final in ection. Oth wise, a new EPL Display Card will be completed based on installed Code pIi n r s. 1 lilt, "r Builder Signature: Date: 0 ' ' yv Ar Address of New Home: 'r City/FL Zip: 0,o1)` IE tom° 9/zA-7� *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. Contact the EnergyGauge Hotline at(321) 638-1492 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software •n/C '74s$?'�a�it?r�"JF.-.-."r"��Ti'3e'dls-9.e f� MANNING BUILDING SKen Knapik 3 Dec 2013 7:53 am 11155 PHILIPS PARKWAY DRIVE EAST , JAKSONVILLE, FL. 32256- (904)268-8225 FILE DOMA SizerT"^©1996-2013 BlueLinx Corp Version: 14.0.0.2 : Project-13-0462 Alesch Mark lBeam - Roof UsagEBeam (Roof) RepetitiveYes': Spacing0.0.) Max ELL = L/240 TL = L/180 Slope : 0/12 LJ .� BEVEL CUTS Heel Ht(IirSlope(OffselDepth IFS Left 4 5/16" 7.5 4 3/4"7 3/4" Right 4 5/16" 7.5 4 3/4"7 3/4" LOADS Project Design Loads:Roof.Live=30 psf, Dead=15 psf Live+DeaLive ULDF Location* #Shape St Er S E iSpaiStartsEnds Additional Info_ 1 Concentrate534s) 289 1250; TO" Roof Concentrated 2 Concentrate848s) 458 1250'' 13'0" Roof Concentrated Llniform(plf)10 0 0 0 20'0"Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 747 841 Max 125% 348 399 Min R'n 399 442 Min 125% 348 399 DL R'n 399 442 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 839 1 19'9" 41 9041 125% 0.09 M(ft-lbs) 5636 1 13'0" 41 16691 125% 0.34 LtRn(lbs) 747 0 0'0" 41 16314 0.05 See Note#5 RtRn(lbs) 841 0 20'0" 41 16314 0.05 See Note#5 LLDefl(in.) 0.57 1 10'0" 41 1.00 L/423 TLDefl(in.) 1.16 1 10'0" 41 1.33 L/207 USE: onCENTER LVL 2.0E 1.75 x 7.25"3 Plies Grade, Depth Plies selected bV use onCENTERTm LVL by BlueLinx NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified (by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.Design assumes a 4%increase in bending stress for repetitive member use. 10.For beams with loads applied equally to the top of all plies,nail plies together with 2 rows of 16d nails @ 12"o/c(one row 2"from top,one row 2"from bottom).Specified attachment is from each side. 11.For beams with loads not applied equally to all plies,refer to Multiple-Ply LVL Fastening(Side-Loaded)in the onCENTER Engineered Lumber Residential Floor&Roof Systems Product Guide. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+ 100%,30=D+ 115%,40=D+ 125%,50=D+ 133%, 60=D+0.75(100%+115%), 70=D+0.75(100%+125%),80 =D+0.75(100%+115%+133%),90=D+0.75(100%+125%+133%), 100=0.6D+ 133%, 110=D+ Commercial(100%), 120=D+0.75(100%+133%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern= 1 for LL,0 for DL). �uumrurrru, W Building Components Group, Inc. ,0►e"" 2400 Lake Orange Drive suite 150 Orlando FL 32837 "������' Florida Engineering Certificate of Authorization Number:0 278 {� .•'� E •• / 4 Florida Certificate of Product Approval#FL 1999 ' • V_ s� .�� G Page 1 of 1 Document ID:1V1R151-Z0102164647 s 0.708 1 • .z Truss Fabricator: Nanning Building Supply of Jacksonville, Inc. Job Identification: J-13-0462--A I esch Contracting Inc. - A 1 esch Contracting -- 9Vfflp"ea "6 4eachs %Truss Count: 4 y F Model Code: Florida BuiIding Code 2010 �••.;C( ••'�• ���c Truss Criteria: FBC201ORes/TPI-2007(STD) Engineering Software: Alpine Software,Version 12.03. �• S�ONAL�N�' Structural Engineer of Record: The identity of the structural EOR d i d not exist as of �'r�vbra'nwa"jjte� Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration 12/02/2013 Floor - 55.0 PSF @ 1.00 Duration Wind - 130 NPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss conponents for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss conponent drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Banning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. 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P�, 4 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number:0 278 aP •" E N'•••' / dG Florida Certificate of Product Approval#FL 1999 v.:���v S��'•,2 may_ Page 1 of 1 Document ID:1V2F151-ZO123164940 ; I No.22839 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-13-0462--Alesch Contracting Inc. - Alesch Contracting -- 946'-Pe e. &tl (1146 ache Truss Count: 1 I.. 1 �Q Model Code: Florida Building Code 2010 Truss Criteria: FBC201 ORes/TP 1-2007(STD) ��is�'* ..A�Q Engineering Software: Alpine Software,Version 13.02. s�p�tAL Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A 12/23/2013 Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet rrust notch the date shown 1950 Marley Drive on the individual truss component drawing. . Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: EJCORNER- # Ref Description Drawing# Bate 1 15112--SSB / C06 13367119 12/23/13 r Tm �� ozz z—mDZWcnr aT cc m mzzz0o-•< m cncn a <D�vm�N r �z cncn w amvz=•• 00 co i� gz o no. n D mvmN3:0 rnmn W0 orn A.Qo v�NLIr<f7 rni AO WD N y o rxv• M m— ,�c- Do I W OME D z o Z 22�m W.�N �f Tm D �" • v� I my ND r— CO oN�ow m DEWrvn - W� -DIM rD U01 �+ -OxV)N AD m <v 0 vmm--i f7 fnx v 7 a A O(n�zO a))x aC Cr 0 <0—mW • � zcn vo 0 1L vmzvm cn v� oo rt M -4v =� ocn a 11 <r-IoLI) vm sf m n m N— N rn vv rt =vz-Om as Ar%v coo > ° m °� y S mmcvm M= ow <xc0 CD Bao �S_ 4�8 cncnv cn ace D 0fns vcn �o w - 8SW �^o5�°a �.�°� m IA rnm > ,g--°��u nc"off Rsos�o°nE IIS >C 2 fns Wm 0 N v vrrn--4= —1 OT W o �g2gi S8�^ �a r ODrMEa c)a r z a "�o^°n�3 d'n C°nom yZ AT 03 0 MM C20>-- Sy CA;o rZ7 N cmn-i "n gra° on N v �C =339So 30� CD r II (Am—xx zz X mcg 0 T W — 2- C)im 0 v— C77 35°C�b 8°d�N N N zc�0 Cc)m xn z 0 n i'p O mw TW 2A r mv 0 g9nFo " at,?- o 7 r Qy7sn�o °- e� >ort T co 20 --I "'m O ^ Y3dS'!� ° _• m m� cL/) z 07 �gy as v 353 p 3 o -' N I) m -n G� rnr r+ p z ;o ,�L. 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N OD Q O x C--j(-7 C"1 C <Z A A o 0 0 fU o L p allx a n<m I N o 6 0 p 3 A m o Ln 0 C 0 0 0 < D z A pOty;O nA' ?< (l1 d v m�rCm mn# "U 0 0 pma I I N., TI TI Tl TI Tl /� 3 00 Owu N r Dnxrl3 A A D fl DADr=r Ll CCD ztic cn W ClM A . `13 3 L � Z Ll C-7 Z < r C 0 \o d ��D v 70Ar m z z `D D z :K:00 N v, z 1 A � ^ m o m A O V) Q n TI z ,D (� n ITW Building Components Group, Inc. R P F/ 2400 Lake Orange Drive suite 150 Orlando FL 32837 ••••••� Florida Engineering Certificate of Authorization Number:0 278 ' •.•`��'.Ns••. Florida Certificate of Product Approval#FL 1999 v';•V �•�•.•� Page I of I Document ID:1 V I Y 151-Z0306103415 •• ' No.22839 •: Truss Fabricator: Nanning Building Supply of Jacksonville, Inc. Job Identification: J-13-0462-REPAIR L. E OF Truss Count: 1 • j44` Model Code: Florida BuiIding Code 2010 ( Q . Truss Criteria: FBC201ORes/TPI-2007(STD) •••• Q�, Engineering Software: Alpine Software,Version 12.03. NAL Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: Roof - N/A Floor - 55.0 PSF f 1.00 Duration 12/06/2013 Wind - No find Notes: 1. Determination as to the suitability of these truss conponents for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust match the date shown 1950 Marley Drive on the individual truss coffponent drawing.. Haines City.FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied by non-truss elenents and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. 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Ln *.... Q Q ti h. r o n+ n i r o Ln rD Cum "` cn cn c x o 1 ro ry N ru ru R) \ Q x x o x o .< x 3 i -C' o a 1, ty ; n ti d ro i Ln I <+ Ln (D (D rrtj o ro ;, Q i P r r r r r ; o S - p y) p c+ N I v \ \ \ \ \ ty I 3 rD (C) (.J1 ? w w w fU r ro Q Qn I n 3 n r n r Q h Q i _ o CD 0 0 0ro O O d h p r+ p O p i S _ . _ _ _ (�( 1 3 U1 p p p p p �p 3 3 I O < < < < < F- :5 rDQ 3 Q 3 Q S I 3 T ro ro ro rD O rD 0 I Q N rD j N "S 1 Z Z 3 -f) 3 r S I O 1+ 1+ 1+ 3 0 3 3 n O r 3 n n n n n n r I n p 0 O c+ 3 �+ p A A A p 3 33ro Q 03 D Q 7, .. . O � i N ti r r n 1 0 ro < < ", Q i r- !d u � N _� r0 N Z p I 70 M r F- r r r 3 0 M n O O t j I (n N w ru ru0 U1 ao 0 W OD U Q 0 Lt Q Q P O o o O CD p I _ 9 ro -M v I O < < < < < 1 r \ r + + r ; ) rD ro ro rD rD r I C) — M O I N Z Z -3 O r D w C7 p i O c+ rF <+ c+ `+ p I FT I w n Q i 3 n n n n CD D i p A p p A Q OD 3 ... v v w by CITY OF ATLANTIC BEACH Ij 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r Application Number . . . . . 13-00003463 Date 12/23/13 Property Address . . . . . . 1946 BEACHSIDE CT Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 150000 ----- -- ------------------------------------------------------------------- Application desc addition --------------------------------- Owner Contractor ---------- -------------------__ -------------- POWERS SHIELA ANNE ALESCH CONTRACTING INC 1946 BEACHSIDE COURT 1946 BEACHSIDE CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 613-6517 --- Structure Information 000 000 ADDITION Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ----- -----Permit . MECHANICAL HVAC PERMIT Additional desc Sub Contractor B & G PLUMBING, HEATING & . 00 Permit Fee 95 . 00 Plan Check Fee . Valuation Issue Date Expiration Date . . 6/21/14 ------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . roved list Roll off container company must be on City app and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Other Fees STATE MECH DCA SURCHARGE 2 . 00 HE FLORI�A0 PERMIT IS APPROVED ONL1' IN ACCORDANCE WITH ALL1�I� T BUILDING CODES. CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 tit �? Page 2 Application Number . . . . . 13-00003463 Date 12/23/13 ------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 PERMIT# JOB ADDRESS: 1 Ci 1-16 + G+ . PROJECT VALUE $_ IP 0 O � ARI# 3-1 -7 LP REQUIRED Air Handling Equipment Only ✓Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity�— Tons Per Unit 2_ 5 1 3 Heat: Unit Quantity i BTU's Per Unit &c ac-PSeer Rating REQUIRED Duct Systems: Total CFM Z. emu REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM Manual J documentation required on residential change out FIRE PREVENTION Re uires 3 sets of plans) Fire Sprinkler System Quantity ( q Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires Re uires 3 sets of plans) ( Fire Hose Cabinets Quantity ( q (Requires 3 sets of plans) Commercial Hoods Quantity quires 3 sets of plans) Fire Suppression Systems Quantity (Requires FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Boilers BTU's Gas Piping Outlets Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: 0. i L T E s.I hereby certify that I have read or Permit becomes void if work does tot commence trueand correct. All provisions six tof laws and ordinances or work is ddgoverning this for will be complied with whether specified or this application and know the same t not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. A� f; �e- Phone Number f!o 11- 65 N-7 Property Owners Name C Mechanical Company � a- G� A%�� `-office Phone 223`3 SBSFax 3`;`••t- Z�� Co. Address: 4, �aE City =Sg Y_ State F 1 Zip 22 b G 2.3 Z ���no a a—� —� License Holder(Print): Sc�Tr r'1 An,T State Certification/Registration# e qt t81 Notarized Signature of License Holder — Before me this o2� d o Signature of Notary Publ' a LOADING CRITERIA It claims for error or defective material must be rade Within 5 doLys of receipt if goods cd prior to installation. Otherwise, said claim will be denied ROOF FLOOR TOP CHORD LIVE LOAD 24 40 p.S.f. TOP CHORD DEAD LOAD 7 10 p.S.f. BOTTOM CHORD LIVE LOAD Q U p.S.f. BOTTOM CHORD DEAD LOAD 10 5 p.S.f. TOTAL LOAD 37 55 .S.f. APPROVED TRUSS ANCHOR BY BUILIIF R APPROVED TRUSS ANNUM BY BUILDER DURATION FACTOR 1.{30 1-00 4X2 FLUOR TRUSS 2X4141NIAlUM TDP AND BUTTON CHORDS 2X4 RIBBON SQUARE GUT IIVEI2HAI�1G BUILDING CODE FBC 2010 RES HITCH 12 WIND LOAD TYPE W11/FR$ T61 7. DEEP WIND STANDARD ASCE 7-1{) ----_- -sr�---- ---�----4'1,W' ---------------t.rs" ss2- ----------------- WIND SPEED 130 m.p.h. I --'l WIND USAGE residental - CAT 11n i, " 4w t BUILDING EXPOSURE Closed 4 BIG. stn 1 -t}" BRG. BUILDING TYPE DESS ,NERTD UNLESS NO=' NOTEUTHMWISE ©THERWISE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR NECTION FOR TRUSSES PROVIDE ERTO EEORTING ICTUREAPPROPRIATE TRUSS END TYPICAL TR SSEND ENGINEERING-SPECIAL CONSIDERATIONS FOMSHOWN ON TRUSS ISCHANICALL EQUIPMENT ANDIOR PLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BEDIAGRAMMED BYBUILDER ONAPPROVED TRUSS LAYOUT PRIOR TO FA BRICATION. THISCOMPANY ISA TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UM ITED TO THOSE DESCRIBED IN WT CA '.. 1-1995 NR N Y DISCLAIMS DES#G RESPONSIBILITIES".ACCORDINGLY.IT D SCLA MS WALL LE£END ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN,DRAWINGS,DOCUM ENTS INCLU DING THE INSTALLATION AND EXISTING REMOVED NEW }�j j,�# ,,,,,,,} , 2ND FLOOR Han r 415 6 oM ries �w EXISTING FLOOR/ €} EXISTING FL. 1PRIDIIUsrT AIPP. >� p -�/ REMAIN /► ROOF ! 1.It REMAIN 2NDFL04OR ®�® REMOVED r--rt€r 3rr 2ND FLOOR NEW CA> -FtTt�6 C�ty.1Y? FI..Itil26r9 L C3> TCQ*y4l> FLM10447 5`5-3116" I EXIST ING ROOF TO REMAIN 4 EXIST IIVG FlC?f3R AND ROOF-TO REMAIN ---- _ zi 005 .A WARNING CIIIA► a 2` CONVENTtONALFRAMING,ERECTION AND/OR PERMANENT BRACING IS 2` it NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER,PLATE DM t MANUFACTURER OR TRUSS MANUFACTURER-PERSONS SERECTiG 2 A 2 TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE :t Fe DSA 2' 1 Loi REGARD INGERECTION BRACING WHICH IS ALWAYS REQUIREDTO < 2* PREVENT TOPPLING AND DOM INO#NG DURING ERECTION;AND 4W # 2 o sa n1 PERMANENT BRACING WHICHMAY BEREOUIRED IN SPECIFIC am I wvo 2' APPLICATIONS SEE"BRACING WOOD TRUSSES COMMENTARY AND 22'9" 2• 5,3 2' 2' RECOMMENDATIONS"(1413-91)FOR FURTHER INFORMATION. 27 II 2 t PLY LEDGER 2 TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB FIG !Q tiB 2'8" POSITtON.WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP 2• ANDIOR BOTTOM CHORDS,THEY SHALL BE BRACED ASSPECIFIED 2' FW I ON THE ENGINEERED DESIGN.TRUSSESSHtALL BEHANDLED WITH REASON ABLE CARE DURING ERECTION TOPREVENT DAMAGEOR 2' PERSONAL INJURY I 2' i A 2 2 ATTENTION i bi 9i r 2` - - w "APPROVAL OF USS T Y _ A R LAYOUT IS NECESSARY .o r BEFORE FABRICATIDN CAN BEGIN.VERIFY SPANS s PITCHES, OVERHANGS, ELEVATIONS, & BEARING 0 8 CONDITIONS.ACC PIAN A ACCEPTANCE THIS ISL LAYOUT ASSUMES CO3 a TOTAL RESPONSIBILITY.THE TRUSSES WR.L BE BUILT 1' CO2 IN ACCORDANCE WITH THIS LAYOUT" irs o g CQt APPROVED BY: � .'. tt I DATE I I II as xr- ss-trr 2Y -----1 'CIE #'1it`1C� 1,11 tt 1 2 SupPties INC. 45' ..�QG�45 RipsParkwIP FL. 3 2256 II /1155 Pt>Iltps l� Dr. e Phone, (904) 268-8225 Fa xi (904) 260-2981 i l W VWJ4RS-C0RPZ04 CUSTOMER } f 3 AleSGh Contracting Inc. JOB NAME Alesch Contracting Alesch Residence LOTIBLKlSUBDN 1946 Beachside Ct,Atlanttc Beach,FL,32233 . ALE DATE DRAU1RBY JOB NUMBERFLORIDA PRODUCT APPROVAL C iIES•IT1 / 4LPIE PLATES 1999... GEORGIA PACIFIC ....GEORGIA. PACIFIC !IJ©IST 1008.... GEORGIA PACIFIC $O�� ��� ;1/4' 127120'0 KK J-13-0462 I �I I I, I' II I +N+.d.E7-7.tlAdF1'4'!IAR+X!M4'�4'rYT�'e4•.C",.1CaM,'AMRWI,�Y.' MAP SHOWING SURVEY OF I I LOT 26 BLOCK t BEACHSIDE AS RECORDED IN PLAT BOOK 42, PAGES 14 14A FILE COPY t4BOd n 14C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA III I I _ 0. I � � I ' 0 0 10 20 10 20 40 11 i ' 0'I � SCALE: 1 = 2 20' i4A JI ji Lor zs scuE: ' Lor 2s x fn ; ' $ 7• In I {N,ow m+5W Floe) i <N1089 WW'5.W nOP) 'A CHORD-N12.26"58•W 5.78' j I CHORD li --------•—r----ii�a`f' xf ',I� fit+ -N128'58m"W 5.78°' —. Iti xti 6x• N899'00 "E 99,.9�2•FIELD MDs)7 /m ��N89'29'00'E 99.92'FIELDLOT 4A LOT 4A N89'29 00 E 99.68i 9 .6 - 0 ,N89'2900E n AO C .>; . N 1,10 d> — —__—__ WOOD FENCE M 9MO C rood fu+a N.� { W ONE STORY °fly to v I DUMPSTER LOCATION STUCCOm / (ATLANTIC RESIDENCE ;*9 � FRANCHISE APPROVED)GRIM 5.8 W No. 16 ism 8 LOT 48 x 0 t for 48 {� a �,' c, CO.m r Ll OUNCE �' / a CAa a h I e m• ' VULK �P �0) m a r 60 I o rA LOT 28 O c b rSucI _ LOT 2s FOUND NOFO 1°G►"0""" 4 S89'29'00" a6 '00 109 29' "W Los ram I"°"' Fo° 1Du1 8N1, 589'29(O y8'49"W 109 34'FIELD g�L9' PORVLET(CHEMICAL TOILET) (369,e'49•w,09.34'FIELD) Lam, xw ,am 1 LocA�1oN e 1''P'T LOT 5A U ' ( SILT FENCE AS REO'D .� LOT 5A .. .r LOT 27 } f O LOT 27 O -- I I i C i 1. ' NOTES: - 1.THIS IS A BOUNDARY SURVEY. i 2.NO BUILDING RESTMC71ON LINES PER PLAT. NORTH 3.BEARINGS BASED ON THE N BOUNDARY LINE OF LOT 211.BEING NORTH 88'29'00•EAST. AS PER IMPERVIOUS AREA_ 2407 SO. FT. i Pervious/ Impervious: PLAT. SEMI-IMPERVIOUS AREA R PAVERS)= 469 S0: FT. S Area: 2739 sf B ICK m rvlou P TOTAL LOT AREA- 6,297 SO. FT. I e 49% THE PROPERTY SHOWN HEREON APPEARS TO LIE Semi-Impervious Area(Brick Pavers): 380 sf. = i ' IN FLOOD ZONE 'x• (AREA OUTSIDE OF 0.2% Total Lot Area: 6297 sf. ANNUAL CHANCE FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031CO407H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY. FLORIDA. * EXISTING IRRIGATION TO BE MODIFIED TO "NOT VALID WITHOUT THE SSGNATURE AND DN W. BOATWRIGHT. P.S.M. ACCOMODATE REDUCED LANDSCAPE AREA. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER N0. LS 3295 LICENSED SURVEYOR AND MAPPER,' FLORIDA LIC,SURVEYING 8:MAPPING BUSINESS No.LB 3672 a4E«m BY: DATE: * STREET PARKING TO BE PROVIDED AS NEEDED. I DRAWN BY: aE150BO OATWRIGHT LANDSURVEYORS NC. SEPTEMBERS 2013 FILE0,3-0643 ROBERTS DRIVE, JACKSONNLLE BEACH, FLORIDA 241-8530 SHEET 1 OF.L_ ' Site Plan-Existing Site Plan/ Construction Site Management Plan: New/ Renovated SCALE: 1/16-1'-0" I SCALE: 1/16=1-0" i AUSCH RESIDENCE i 1946 Beachs de Court A-0 � Atlantic Beach FL 32233 Date:09/25/13 NOT ISSUED FOR CONSTRUCTION MAP SHOWING SURVEY OF FILE LOT 26, BLOCK 1 , BEACHSIDE AS RECORDED IN PLAT BOOK 42, PAGES 14, 14A, 148 and 14C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA i FILE o Q 1 � 4,0 I 1 1 0 40 , t + ' SCALE1' = 20' ` , CO su SCALE, 1' = 20' I LOT 28 p LOT 25 tz VA t r __ -- .-- --I Ln t 1 - ( N10'SSI'29'W 5.� FlE1.D i I r N10'S �9 w 3.a wFlf 3 1 - I CHORD - N12'28'59'W 5.74' ' CHORD N 12'28'588 a, 8' N , ` FOUND 3/4" "U i I C U r Fcluda 3�4 � t r�EB+�. NO CAF' tr , NO " + ( N$9`2 OO E 9J.92 FIELD ) . FIELD LOT 4A t � FOUND 1/2 + IN89`2'� 0�1 E X9.92 � c 1 ' LOT 4A D !� �`Q IRON�� �'�+ Awa ®�, ��. $ o N 89 J Ott E J. 8 IRON o L , NO 0 i 1■V 2 00 CM No LB12a ���®�� + C� No LBtza + x ,,a No x x X 1 x—J--x K x FA[]5 " �.1, 1.7`� t.3' PADS rp � d.1' 1,7t 7.3' , I s.c�,y r , FILEi i �" '�.1� r �.1 /+.+ + 51.1' + r'"` 1 '' ; _ FEE r ------- �'�` + 5` WOOD FENCELA 0 -—--— —- + 0 WOOD FENCE t Et>t i� 11 r- 0DRIVE 11 1 ONE STORY j DUMPSTER LOCATION l STUCCO 1 ` ; �� (ATLANTIC BEACH cn , RESIDENCE o + 2 .6 � ,�.1 FRANCHISE APPROVED) eIc�t X4.0'WALX No. 194625.E +�. ,1 �l ' LOT 48 ,9 < ; 0 r LOT 48 + 3,• i ) � (n CA! ffE - r iCONCRETE C , + + o FTI j n1 Q.1' I+ BRICK T r*1 c_ 0 w►u.Ic to LOT t LOT 2 - to r 35.4 ;-, ------------- -- r ® ' ------ 6 FOUND 1/2 i • • FOUND~I/2' FOUND'NMut •ry �� '5' R8AR. o CAP FOIINOI f� AR S89r t iti .5 RE9AR. NO GAP NG , + L rS O 1 09. 9 t I S89'18`49"W 109.34' FIELD ) ' 58J'i8'49"W 109.34' f"I �-D +) ` " I r _ PORI�OLET (CHEMICAL TOILET) 11 7. I �.S(i' + 7.50' , 7.50" LOCATfION 50' � I 1 I L i " LOT5A + + SILT tENCE AS REQ'D , DoT 5a ' ; LOT 27 LOT 270 r0 t + I t I r NOTES. 1. THIS IS A BOUNDARY SURVI7Y, 2. N4 BUILDING RESTRICTION LINES PER PLAT 3. BEARINGS BASED ON THE NORTH � � , P, BOUNDARY LINE OF LOT 26, BEING ' MpERV( US AREA= 24DSF � r Or NORTH 59'29'00' EAST, AS PER Pervious/ Impervious: PLAT. SEMI-IMPERVIOUS AREA 1 ('BRICK PAVERS)= 469 SIS, FT. Impervious Area: 2739 sf TOTAL LOT AREA— 6,.297 SQ. FT, Semi-Impervious Area Brick Pavers): 380 sf. — 49% THE PROPERTY SHOWN HEREON APPEARS TO LIE p 1N FLOOD ZONE ,,X" (AREA OUTSIDE of 0.2 Total Lot Area: 6297 sf• ANNUAL CHANCE FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAF' No. 12031 CO407H, REVISED ,JUNE 3, - 2013 FOR DUVAL COUNTY, FLORIDA. * EXISTING IRRIGATION TO BE MODIFIED TO "NOT VALID WITHOUT THE SIGNATURE ANI) DONN W. BOATWRI HT. P-SM. ACCOMODATE REDUCED LANDSCAPE AREA. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER Na. LS 3295 LICENSED SURVEYOR ANO MAPPER.' FLORIDA LIC. SURVEYING do MAPPING BUSINESS No, LB 3872 DAM "5C"`EQ O - BOATWRI HT LAND SURVEYORS, INC. SEPTEMBER s• 2013 * STREET PARKING TO BE PROVIDED AS NEEDED. M w l DRAWN IlY CL FILE: 2013-08431500 ROBERTS DRIVE. JACKSOhIVILLE BEACH, FLORIDA 241-8550 SHEET '1 OF Y I ill I • Site Plan- Existin Site Plan/ Construction Site Management Plan. New/ Renovated, SCALE: 1/16 = P - 0" SCALE: 1/16 = 1' - 0" ALESCO"H RESIDENCE rjj r Cf% l.. t up 1946 Beachside Court Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlantic Beach FL 32233 llip FILE COPY 45,-0, 10,-4„ 34'-8„ (2) EXIST H Ln I EXIST EXIST EXISTING FIREPLACE TO REMAIN- NO WORK 0 i LIVING/ DINING MASTER :BEDROOM `V I REPLACE EXISTING ELECTRIC WATER HEATER IN KITCHEN UNDER STAIR CLOSET IN EXISTING LOCATION. 3'-8" 4 -4" p - 6 2-4 x 6-8 I I I a J 00 00 CL CL W D ^ I D 00 j - - - - - - - - -- w - - - - LO °® 00 j w I 2-6x p o I I D - I -I � a' D.W. UP 2-0 x 6-g 0° ;° i LOI D.W. 0 0 0 0 N N MAST 10 BA N BATH 1 d- I 1 co I I I I Pli� P 2- x 6- 1 6 8 I iY-� �' _ I ^ Cfl L - - DO. - - R - 1 L - - D.O. - R `n � 00 I ° AC 2-8 x 6-8 I 40 4 -0 12'-5" 5'-7" El 2-8 x 6-8 U 1 a j FFICE 1 a I3'-8" 5'- , CD I 0 10 -8 P, (D I I -10 10 . I I I 1 LAUNDRY I 1 (3) -6 x 5-0 SH 3-6 x 6-8 » 5'-11 1 /2 " 3'-9 1 /2 _g PORCH N GARAGE O° GARAGE 2'-10" 2'-10" �, STORAGE o o Ln M i 0,J 5» N F� 16'-0" 71 0 » » » * ALL ROOF PENETRATIONS TO BE 7 » 7 7» 7 LOCATED WITH OWNER. NONE TO BE 18'-0" 5'-10" 10 20'_0» 10 VISIBLE FROM STREET. 45'-0" Lower Level Floor Plan- Reference Lower Level Floor Plan- Dimension SCALE: 1/4 = V - 0" SCALE: 1/4 = 1' - 0" ALESCH RESIDENCE r 1946 Beachside Court FIL 1 Beach FL Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlant c 32233 s 45-0, L I N in N LL w w N N I I iC o o N N N N I 12'-4„ 5,-8„ i I °° N CL i BATH 2 I I H I 00 BEDROOM 2 I BEDROOM 4 00 I j o - - - - J ❑ o - - - - J 13'-10" 01 x I > » C-4 1(0 —4 N 00 2-0 x 6-8 � cc 2 - \p , 1f , „ , )) 2 -4 )-1 10 1-1 ff „ X HALL 1 7 -10 4 -6 4 -6 50 30 5 -4 7 —2 N .11 2-6x 6-8 a0 O ` BATH 3 r N 00 �- - - I Ln� D❑ I I N N O I CL '� ❑ ❑ CL O I o I I I I N I .. I BEDROOM 3 - - - - M ao I7-1 a I o i - - - - N� - - - - - - I N I - - - - - - - cfl7 Cfl / 2-10 x 6-8 01 CL I 2-6 x 6-8 0C m I N 00 2-0 DIA. PORT I .ATTIC ACCESS � I L - ABOVE (3) -0 x 4-0 SH 777 LAUNDRY 2 - AC UNIT LOCATED IN ATTIC/ TRUSS - � FRAMING I i 4 11 1 / " 1 N x O 9) 00 CIDF- I I I I -ra —117 I'l, o N N N B , ONUS ROOM I OFFICE 2 _ I Ln 2-0 x 4-0 SH 00 CO (2) 2-0 x 4-0 SH (2)2-0 x 4-0 SH * ALL ROOF PENETRATIONS TO BE LOCATED WITH OWNER. NONE TO BE 2>-7„ 3,-3„ 3,—.8 10, 7,-4„ 4,-0„ 01 VISIBLE FROM STREET. 3,-1 „ 7'-4" 9'-1 " 5'-10" 2 —4 19 —8" 2 —4 45-0" Upper Level Floor Plan- Reference Upper Level Floor Plan- Dimension SCALE: 1/4 = 1' - 0" SCALE: 1/4 = 1' - 0" ALESCH RESIDENCE 1946 Beachside Court . 32233 Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlantic Beach FL i ------------------------------- ------------------------------- L -------------------------------,. -.. _._ L -_,_ -- _ ----_ _ ._.- . .- _ _ _--...- .. -- _ -. # ( I II II ii II _ II II II li i I I I I II w II j l a_ I I II C) I # II I CN 1 # j 1 ! 1 I CJS # I ! # LL \ # I I # o II # 0 Ln I I I Of r II ' # II 71 I # II ( II I { li II Ii i ( RIDGE VENTS AS E REQ'D I # li I # li If I # I # # ! it i I II i E Ii II II II / II I SOFFIT VENTS AS REQ'D iI II _ ROOF SL. i f I 7.5 / 12U1 N � ( LL- \ ii I o Ln I ( li # II I ( II II II II II I i ! I it i I �------- ----------- --# I rT- �� II L------------ -_ II IF-F- ; ROOF SLOPE ROOF SLOPE * ALL ROOF PENETRATIONS TO BE 11 7.5 / 12 7.5 / 12 LOCATED WITH OWNER. NONE TO BE I CN � V) I ; VISIBLE FROM STREET. # II o i o ( , o i o r0Of I it li { # II it 6 1 I I it II i # I 11 ----------- T ---__ .V .-. ^ ! I ( I I [ # I ( II I ( IL------------------------------------------J # I7.17--------- I j I A 1' F 11 11 11 L11 1 ,_4„ N Cn O Roof Planly _ ! SCALE: 1/4 = V - 0" I III i ! ALESCH RESIDENCE 3 1946 Beachside Court Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlantic Beach FL 32233 i 4" X 2' TALL X 20" BRACKET (FINAL SIZE AND STYLE TBD) 4" CASING 26 -2 1 /2" t.o.rid e (2) 2-0 X 2-0 FIXED 8" FASCIA. TYP, 18'-6" t.o.sill 6" FRIEZE BOARD. TYP. _ attic level — 17'-9 3/4" truss bearing CEMENT LAP SIDIWC- ITH— -- — — second level 6" EXPOSURE 6 " WIDE X 12)) DEEP BRACKET 8" TRIM BOARD. I ....... PAINTED MOOD PANEL BETWEEN BRACKETS 6" TRIM BOARD, TYP. U.N.O. 00 0 0 (OVER RUN 2" AT SILL EACH SIDE) CEMENT BOARD BANDING �, 9'-7" f.f.— second level WITH 2" CROW TRIS — — t 8 —1tt a.f.f.— b.o.truss [1110" CEMENT BOARD BANDING WITH 4" CROWN SMOOTH TEXTURE STUCCO " AND 4 BASE TRI TOTAL 18 DEPTH . N M 00 CARRIAGE STYLE TRIM AND HARDWARE -IIRFF \q APPLIED TO GARAGE DOOR 0'-0" f.f.— main level 2-6 X 5-0 CLOSED SHUTTER DETAIL Elevation: Street WITH STRAP AND HINGE HARDWARE SCALE: 1/4 = 1' - 0" i i II CEMENT LAPBOARD SIDING WITH 6" EXPOSURE F 6" FRIEZE BOARD TYP. 8" FASCIA TYP. 17'-9 3/4" truss bearing second level 9'-7" f.f.—� second level 8'-1 a.f.f.— b.o.truss LL 0t—Ott f.f.— main level 1 111 Elevation: Rear SCALE: 1/4 = 1' - 0" ALESCH RESIDENCE Ai- 6 �f • _ 1946 Beachside Court N CTION Atlantic Beach FL 32233 Date. 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION LEFI COPY z r I ' I I 17'-9 3/4 truss bearingI second level I 12'-3" t.o.s..— second level r 9'-7" U.— second level -- r I I 8'-1 " a.f.f.— b.o.truss 0'-0" U.— main level Elevation- Plan West w SCALE: 1/4 V - 0" 17 -9 3/4" truss bearing second level III I! 9 7 f.f. second level 8'—l " a.f.f.— b.o.truss (verify in field) El : El 0,-0" U.— main level :. Elevation: Plan East SCALE: 1/4 = 1' - 0" ALESCHRESIDENCE. 1946 Beachside Court 2 1 Date: 09/ 5/ 3 NOT 0 ISSUED FOR TI N CONSTRUC 0Atlantic Beach FL 32233 II I f _ ' I I) � I i I PROVIDEIDE FRMING FOR NEW CEILING AS RE 'D TO CENTER RIDGE BEAM IN ROOM AND WINDOWS ON ! i' EXTERIOR WALLS, COORDINATE WITH REQUIRED MECH DUCTS it 17'-9 3/4" truss bearing second level 12'-3" t.o.s..— second level ILJ ILJ_�� 9'-7" f.f.— second level LOU H11 I 8'-1 a.f.f.— b.o.truss 0'-0" f.f.— main level ......_..__ _._ _.....__ _ ..... ..... .. ____.._®_ ._.. ___. ............ Section 1 -1 I SCALE: 1/4 = 1' - 0" I ALESCHRESIDENCE 8 — 1946 Beachside Court Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlantic Beach FL 32233 i I I I I i I i I 45 _0» 45'-0» l i I i LIVING/ DINING MASTER BEDROOM - � OPEN TO OPEN TO I III I IWILI VII I V 0 NG ROOM MASTER I � CD BELOW BELOW ''`' I L CD ' I ro co O° VIII °° VIII CABINET AND ISLAND DEMO BY I1 OTHERS Iilll VIII 3'-2" CD I CN FT Li CLDO I - - - - - - - - - - - - - - - KITCHEN I I �- - C-0 or] � I O I � _ , uP � MAST I I _ � I L - � � - � �- - - -� I I BATH Ao BA I o Co CDLO LO oCD 5 -6 4 -10 5 -6 5 -10 3 -10 12 -8 I 3,-2„ I I 2'-4 1 -0 - - - - - - - - � 2 _6„ 19 _10„ 2$-8" 5,_6, 25,_0„ - 11 ,_0„ I 25'-0„ GARAGE r - - - - - - - - - - - - - - - - - - - - Upper Level Floor Demolition Plan Lower Level Floor Demolition Plan - - - - - - - - - - - - - - - - - - - - 161-011 SCALE: 1/4 = V - 0" SCALE: 1/4 — 1 - 0 ALESCHRESIDENCE 1946 Beachside Court Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlantic Beach FL32233 i z EX / EX � EX s EX EX EX EX ill \ i EX EX EX SEX EX / EX 4 1 EX I \ EX EX EX EX SEX � - I - - - - -� EX SEX I SEX - - - - - - - - - - - � I EX OO I — EXE — EX - - - - - $ SEX EX \ I — �_ 1 EX -`�` � I / EX GFI 1 - - - - � ° X � EX EX ==f DIw. �EX EX GF ° EF I • I $ $ � EX �X X EX / — � CEP E / I EX I � - - D.O. - - R ° I ° GFI / EXIGFI \ — $ ❑ 4 I - - - - - I G EXISTI I N I I L - - - - - - 200 AMP 1111411 \ I EF \ PANEL TO s i ss REMA N $ GFI / TO ATTIC LIGHT WID �- $ EX EX -�- F 1 (fl) 0 * ALL ELECTRICAL WIRING TO BE IN III PC PC17177111111zz11rF__ /Z/ L I_J - - - - - - -- - - - - - - - - - - - - - - - - I_J - ACCORDANCE WITH '08 NEC. PROVIDE ARC—FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12, Lower Level. Power/ Lighting Upper Level: Power/ Lighting SCALE: 1/4 = 1' - 0" SCALE: 1/4 = 1' - 0" ALESCHRESIDENCE. 1946 Beachside Court Date: 09/ 25/ 13 NOT ISSUED FOR CONSTRUCTION Atlantic Beach FL 32233 i it � i i �V DE I ' SIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX ' NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS Building Code 2010 Florida Building and Residential Codes DTT2Z (8)%"x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Code for Design Loads O O STUCCO AND DIRECTLY MIN 15/2"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 7/B'24/16 (NOTES 1,2,3) 3/8'Qi x 4�"EMBED EPDXY OR SCREW ANCHOR CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Z ADHERED STONE ( ST-3A....................1ST LEVEL ROOF FRAMING PLAN ANSI/ASCE 7-10 w = NOTE 6 INSTALLED HORIZONTALLY) W/8d COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE OCCUPANCY GROUP..........R-3 ~ ( ) FIELD. 2x4 BLOCKING IS RE COMMENDED AT UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2'IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) 6 � (NOTES 1,2,3) 5/8'0 x 6"EMBED ANCHOR IN CONCRETE MTS12 (7)10d x 1 %"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ROOF LOADING...............................................Cd=1.25 co MIN�/5"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL ST-5.......................TYPICAL WALL SECTION SHEET p TOP CHORD LIVE LOAD..................................20 PSF U -' ALL OTHER VENEER HTT5 ST-6......................SECTIONS AND DETAILS _ W/Sd COMMON: 3' O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED (26)0.162 x 2/ IN STUD/BEAM/TRUSS, TOP CHORD DEAD LOAD................................7 PSF a Q (NOTE 8) HORIZONTAL PANEL EDGES),3"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED (NOTES 1,2,3) 5/8'0 x 6"EMBED ANCHOR IN CONCRETE MSTA24/MS24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) � BOTTOM CHORD LIVE LOAD HORIZONTAL PANEL EDGES) U ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (20)SDS%4'x 3" SCREWS IN STUD GROUP N 15 HDQ8-SDS3 MSTA36/MS36 13 10d COMMON EACH END LEGEND 00 fn ATTICS WITHOUT STORAGE....................... 10 PSF MIN /2"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION - Y p TILE ROOF / DIA.x12"EMBED ANCHOR IN CONCRETE ( ) (NON-CONCURRENT) w i r (NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 BOTTOM CHORD DEAD LOAD........................ PSF a � w 8"O.C. IN THE FIELD LL STHD14 (38)16d SINKERS INTO STUDS (11)10d x 1 %"IN TRUSS/RAFTER EOR ENGINEER OF RECORD p MIN 15/2'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (WET EMBED) HTS20 , „ EW EACH WAY O = Z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING (11)10d x 1 / IN STUD WIND LOADING.................................................Cd=1.60 w N OSB ORIENTED STRAND BOARD co ASCE 7-10,3S GUST........................................130 MPH SHANK NAILS: 6"O.C.AT PANEL EDGES,6"O.C. IN THE FIELD. LTT20B (10)10d x 1 %"IN STUDS (5)8d x 1 %"IN TRUSS WSP WOOD STRUCTURAL PANEL N BASIC WIND SPEED FLOOR DECK SHEATHING: 2s/2'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (NOTE 2) %"x 6"EMBED EPDXY OR SCREW ANCHOR H2.5T/HA8 (5)8d x 1 %"IN TOP PLATE SYP SOUTHERN YELLOW PINE C4 EXPOSURE CATEGORY.................................. p (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR .J BUILDING CATEGORY..................................... II 3 ABU44 (1) (12)16d COMMON& %"x 7"DRILL&EPDXY (5)10d x 1 %"IN TRUSS CONT CONTINUOUS LL ENCLOSURE CLASSIFICATION...................... PORCH CEILING BOARD SHEATHING: MIN /8'OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d H8 O.C. ON CENTER ENCLOSED (5)10d x 1 %"IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. W INTERNAL PRESSURE COEFF........................ 0.18 COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. ( ) SEE TABLE 1 "SW'DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES, 6"O.C. IN FIELD (UNBLOCKED IHORIZONZONTAL T/AL PANELn EDGES), ABU66 (12"EMBED MATOGARAGE DOOR RETURNS) TSP 6) 0d x 1 %2°IN STUD LVL 1.9E M CROLLAM LVL ENGINEERED LUMBER, 1 TO 2-PLY 1 3/4"BEAM) J C&C DESIGN PRESSURES............ ( ) AL 1 5 DRILL& J 3/4 WIDE > (NOTE 8) ) ) (6)10d x 1 %2 IN PLATE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO.FLOZ TOP OCHO CHORD VE LOAD............................... 40 PSF 0 NOTES: 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). HU48, HUC48, (14)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE O TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32'CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM DSP (8)10d COMMON IN STUD/HEADER Y BOTTOM CHORD LIVE LOAD.......................... 0 PSF SHANK NAILS. (0.148"x3"LONG). HU410,HUC410, (18)16d COMMON IN HEADER (e BOTTOM CHORD DEAD LOAD........................ 5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, (10)10d COMMON IN BEAM INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS Q 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (4)SDS 1q"x 1 Y2' SCREWS IN TRUSS/RAFTER INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM N TOP CHORD LIVE LOAD.................................. 60 PSF CURRENT APPROVED APA.MANF.SPECIFICATIONS. TOP CHORD DEAD LOAD................................ 10 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP HGAIOKT (4)SDS Y4'x 3" SCREWS IN TOP PLATE BOTTOM PLATE ANCHORAGE IS %"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW REDUCE SQUEAKINGSPECIFICATIONS) W BOTTOM CHORD LIVE LOAD...........................0 PSF ,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. w 6. 15/32'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LG (26)16d SINKER IN WALL FRAMING STRUCTURAL WOOD BEAM BOTTOM CHORD DEAD LOAD...... .............. 5PSF 1q %"IN TRUSS MAXIMUM FLOOR TRUSS SPACING...............16"O.C. BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SDS "x 2 MIN STRUCTURAL REQUIREMENTS ARE �/1e'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER NOTES: W WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . , ~ DEFLECTION CRITERIA 7. 15/32'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON /2'x12"TITEN HD FOUNDATION KEYNOTE CALLOUT IS AN Q w • ` I ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/ ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. D2"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. O TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES 3. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED TL MAX 1"UP TO STUD COLUMN KEYNOTE CALLOUT UY 40'SPAN ALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 4. POSITIVE PLACEMENT GUN NAILS,2 % Q"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST ' TL/240 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. a TL MAX 3/4' TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS Z TO MATCH WALL FRAMING SIZE AND GRADE, UNO. WOOD I JOISTS............................................... LL/480 NOTES 1,2 1 2 STUDS co 0 LU TL/240 BRITTLE FINISH-U240 FLEXIBLE FINISH-U120 TABLE 8: SPECIFIED SW WALLS w ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD r < COLUMN TL MAX% 2 DTT2Z" BEARING CONDITION WALL HEIGHT WALL HEIGHT p 0 &STUD TYPE NOTES 1,2,3,4 BOTTOM OF STUD COLUMN CONNECTION to •1ST LEVEL STUD COLUMN:HOLDDOWN REQUIRED AT BASE OF COLUMN TE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL ti w W � Z , I 0 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 12 -- -- -- - 12 -- -- -- - FBC 1605.3.1.1. J COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. Q j W W IZ m Q Z z 2x4 N0.2 SPF 16 12 -- -- - 16 16 12 EU. ND STUD GROUPS "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3 OF STUD COLUMN D Z = U tY] 0 p C J 0 O TABLE 1 : COM PON ENT AN D 0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF 16 16 16 12 -- 16 16 16 16 12 SW TYPE NUMBER OF STUDS NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE ED 0 °0 - H Z 0 J a W U M IX - CLADDING DESIGN PRESSURES 2x6 SPF STUD,2x6N0.2SPF SW1,SW2,Sw3 2 O F W W o m F 0 - I, HEADER STRAPPING KEYNOTE CALLOUT Quo z 0 2x4 SPF STUD _ __ __ __ SW4 3 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD Z 0 w w 0 W W w 0 N N 0 WINDOWS AND DOORS < 0 2x4 NO.2 SPF 12 -- -- - - 16 12 -- - __ 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD Z 13 m 1L } w W W J m o - 0 REQUIREMENT. 1 DTT2Z W Q a � 4 ID to w W N � m WW EFFECTIVE ZONE DESIGNATION 0 LL (2)2x4 F S SPF,2x5 N0.2 SPF KING/JACK GROUP BOTTOM CONNECTION Z Q I �. to (3 w H F w Z W Q WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 2x6 SPF STUD,2x6 NQ2 SPF 12 12 12 12 -- 16 16 16 12 12 •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Z Q I Z Q 0 W LL •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD m 0 W w W = m 0 - 0 w _j 0 Q W 0-20 ft2 +29.32 -31.8 +29.32 -39.3 NOTES: END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W! GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM. IL O Z 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND T)(PE, UNLESS NOTED OTHERWISE SW=1 MIN 36"BLOCK W/ 20 10d TO END STUD (� Q W Z W W Ul 0 Q F w 21 -50 fr? +27.9 -30.39 +27.9 -36.4 ON PLAN. ( ) NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP W z Z - W l; 2 Z Q 0 w 1 �` a [Z-7 51 -100 ft2 +26.2 -28.7 +26.2 -33.0 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. X O 3. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES.BLOCKING AT HORIZONTAL PANEL EDGES IS W END STUDS CONNECTION(NOTES 5,6 7) HEADER FRAMING KEYNOTE CALLOUT Z Z W Q w w 1 Z Z rj 3 Z ui H w Z I 101 -200 ft2 +24.9 -27.4 +24.9 -30.4 RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.,SEE TABLE 2. 1ST LEVEL 2ND LEVEL (2)2x10-1 /2 11 I } Z Q D - - m o 0 [� w SW TYPE NUMBER OF KING STUDS EACH SIDE OF OPENING C� [7 [7 Z } 4 rn w a 0 Z z I VINYL SOFFIT MAX PRESSURE(psf) +29.3 -39.3 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN HOLD DOWN STRAPPING NUMBER OF JACK STUDS EACH SIDE OF OPENING W w Z O I m Z w 0 Q m w Q i H v Sw1 DTT2Z MSTA36/CS18 GARAGE DOOR PRESSURE SEE FRAMING PLAN NOTES 1,2,3,4 PRESSURE TREATED LUMBER sw2 HTT4 (2)MSTA36/CS18 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP z I Q 3 =p w W Z DIAMETER LENGTH SW3 HTT5 (3)MSTA36/CS18 UNLESS DESIGNATED AS LSL, LVL,PSL,OR WSP) p Q 8d COMMON 0.131" 24/2 SW4 HDQ8 (4)MSTA36/CS18 NUMBER OF PLIES IN HEADER Q 0 Iw- Z 3 - a F Q o m F Z c -ii THE SCOPE OF WORK AS INDICATED ON THE STRUCTURAL PRESERVATIVE FASTENER TYPE J DRAWINGS IS CONSIDERED TO BE LEVEL 3 ALTERATION 8d RINGSHANK 0.113" 23/8' OF EXISTING WITH ADDITION WORK AS DEFINED IN THE 10d x 1%2' 0.148" 1%" ACZA STANDARD CARBON STEEL SDWC SCREW KEYNOTE CALLOUT W FLORIDA BUILDING CODE FOR EXISTING BUILDINGS. BOTTOM PLATE ANCHOR SPACING(NOTE 7) Z SHEET NO.: 10d 0.131" 3" SODIUM BORATE NOTE 1) STAINLESS CONNECTORS AND �+�_ ( SW TYPE MAX ANCHOR SPACING H S ON CENTER SPACING(INCHES)OF SDWC15600 CONNECTING TOP PLATE TO STUD AND 10d COMMON 0.148" 3" FASTENERS REQUIRED. SDWC15450 CONNECTING STUD TO BOTTOM PLATE,IF APPLICABLE STRUCTURAL SW1 48"O.C. S UCTURAL 12d COMMON 0.148" 3-/4' CONNECTORS MUST HAVE #O.C. i Z-MAX,G120 OR TRIPLE ZINC Sw2,SW3,SW4 24"O.C. 1 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS 0SPECIFICATIONS ALL OTHER PT (INCLUDING A 16d SINKER 0.148" 3-%4' COATED FINISH. NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 16d COMMON 0.162" 3-y2" CQ& MCQ) 1 ALL FASTENERS MUST BE HOT NOTES: DIPPED GALVANIZED. FRAMING NOTES O JOB NO.: r 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: Q AT2649 I 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON NOTES: 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO - SUBDIVISION: F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 11-"TO 8'GREATER THAN SPECIFIED BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. O 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS . MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. IJL A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND a Atlantic Beach, FL SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED ANDLOT NO.: 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. DETAILED BY OTHER. SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. 5. 2ND LEVEL"SW'SHEAR WALLS -END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS z 1946 Beachside Ct. • HOLD DOWN WITH FULL-HEIGHT I"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. } • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W!STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITH HOLD 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. FLOOR PLAN: Ur DOWN. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 6. DESIGNATED "SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,LINO. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. O 0 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. Z DESIGNED: CONCRETE AND FOUNDATION NOTES 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR = 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. U DBM 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). WH REVIEWED: 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING w JPA 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8 "O.C. a 4.5 FT 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. STAGGERED. Q REVISIONS DATE ST FLOOR (n.p) END ZONE 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: DESIGNATION FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @ 3"O.C. >_ SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE QW THIS CONDITION EXISTS. • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL j ALTERNATIVE METHODS. SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. ,STAGGERED ALONG EACH EDGE. 0 ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS AND(1)SDWC15600 PER SIDE. W CONTACT THE ENGINEER OF RECORD. 6. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. 2F 7. LINO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM Q PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT Z PRE-ENGINEERED TRUSSES & I-JOISTS FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. (n 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR I OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: �SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH `7- ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET • TOP PLATE TO HDR W/SDWC15600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 F_ STA OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER • SPH w/(12)10d x 1-Y2"@ 16"O.C. OR P: PEX CONSTRUCTION IS COMPLETE. • DSP w/(14)10d x 1-%"@ 16"O.C. OR 0 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING • FASTEN TRUSS DIRECTLY TO HEADER w!MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY LL WON CONVENTION OF THE LAYOUT SHOWN HERE. EOR). Q ,,,, 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. OPENINGS > 6 1411so � + OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. NO 714 7 RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. O ' 4.5 FT 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 2ND FLOOR END ZONE OPENINGS H OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 N0.2 SPF PLANK ORIENTED J " (TMP) DESIGNATION 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE 2x ) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END. Z '.0 ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. (2X6 WALLS METAL CONNECTOR ENGINEERING 1'o ,. •STATE P• �,. y W NAi 1 I L E COPY Q Derek B Murray, PE FLPE#71457 9-27-13 4"CONCRETE SLAB W/ 6x6 W1.4 x WIA WWF OR GENERAL FOUNDATION NOTES FIBERMESH 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 o o _ TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE 8"MIN SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED 28 MAX PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S \\\\ o �/ // /�\ \//\//\/\/\ RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. VAPOR BARRIER 12"MIN.`/\//\\//\\//\\//\\ 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT FOUNDATION WORK MAY BSUITABLE FOR 2,000 PSF ERING REQUIRED. CITY,CONTACT EOR. ADDITIONAL 00 / \ � 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN � ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL C) FOOTING TO BEAR ON ��OPT.EXTENSION IN BRICK 00 FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN PLANS FOR LOCATION N SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. � SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 O 1 12"UNDER 1 STORY WALL WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL - ___ _ FOUNDATION KEYNOTES: N M WITH(3)#4 OR(2)#5 CONT 'NG SECTION \ A 8"x8"DEEP THICKENED EDGE MONOLITHIC FOOT \ W/(1�t4 CONT IJL. IF GROUND ADJACENT TO FTG SLOPES DOWN \ \ AND AWAY FROM STRUCTURE STEEPER THAN \ \ w \ \ 12"DEEP FTG W/#4 @ 12" J V-0"VERTICALLY PER 3-0 HORIZONTALLY, J \ EW UNDER BOX COLUMN CONTRACTOR HAS TWO CHOICES: \ 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE \ \ Z OF EOR TO PREVENT EROSION OF SOIL. \ \ 16"SQx12"DEEP FTG W/ 2. USE STEMWALL FOOTING Ac (3)#4 EW Y i 24"SQx20"DEEP FTG W/ Q Cq I _. __._ 30"SQx20"DEEP FTG W/ 0 A (4)#4 EW W (2)#4 OR(2)#5 CONTINUOUS 6x6 W1.4 x W1.4 WWF \ \ OR FIBERMESH F DEEP FTG W/ ° \ 36"SQx20" (A a � I \ \ \ \/\\/\ /\ /� \\\\ \ 48"SQX24"DEEP FTG W/ d G \\ \ •� \ \ \ \ (5)#4 EW,T&B O APOR BARRIER 16" V \ a 1 \\ \ \ \ EXISTING CMU STEMWALL FOUNDATION\� Z NEW STEMWALL EXISTING STEMWALL O BEARING WALL FOOTING SECTION FOOTING POUR FOOTING \ \ \ \ EXISTING CMU STEMWALL FOUNDATION EXISTING BACKFILLED CMU \ \ \ \ \ U \ \ STEMWALL FOUNDATION \ L m d EXISTING LOAD BEARING WALL ° ° ABOVE;EXISTING THICKENED It W W Z 10 _ ° \ \ FOOTING ANTICIPATED FOR SW \ \ [] D Z \ \ BOTTOM PLATE ANCHORAGE a Q 7 Ix m f- w o ° o \ ti aO = El E3 w0 \ \ 4"CONCRETE SLAB W/ _ _ _ 6x6 W1.4 x W1.4 WWF OR \ 6x6 - �' W w m � D U OW ° a - _ \. . OWOR FI ER MESH O > D m 0 _ p 4"C FIBERMESHa \ \ \ \ (1)#5 CONT. BLOCK W/ 0 w a F- D W N 0'-0"A.F.F. \, \ \ \ \ Z a W 0 w w D SEE ARCH. - - -e tr ---a-- DWGS. CONTINUOUS a 18'-2„ T-0' 19'-10" I ° d �� ° \ N U) ZaOa } W WWmm OZW qq TOP OFSLABh (/� ❑ ma - z w JmZF- 0 °- ------ REINFORCING IN NEW \ \ `\ \ ---------------- w Q W F a 0 W F I I w 0 Z D a FOOTING POUR I � W _ 8"MIN VERIFY EXISTING THICKENED FOOTING OR SAW CUT AND \\; \ \ /\\\\\\ \\ I z � Z I w j m a F P m Z w / (2)#412"LONG HORIZONTAL PROVIDE NEW;IN LOCATIONS WHERE NEW FOOTINGS ARE \. \ \ / / / o P D 0 u. a DOWEL W/6"EMBED INTO PROVIDED,ATTACH NEW POUR TO EXISTING SLAB W/12 \ VAPOR BARRIER \\/\\/ 1 co 0 W W a I a W Z 0 W D Q a EXISTING FOOTING LONG#4 HORIZONTAL DOWELS DRILL&EPDXY 6"EMBED = \ \ ///// m r, Q w z w w z m D a w U W XX 0 W �\ Q 0 - II 8X8 THICKENED 8 \ INTO FOOTING AT MID DEPTH OF EXISTING SLAB POUR. \ \ D F _ I 0 Z FTG AT STEP-DOWN, VAPOR BARRIER `' \ / // IY Z Z X _ D Q w 4 \ /\ w a - 0W FZ I- m- a � SEE PLAN \ \ \ 4:k LL #4 OR#5 VERT REINFORCING / / I //\\//\// / W W a Q w F 0 U D m ' W LL W FOOTING CONNECTION DETAIL \ \ \ UP TO 3 COURSES: 72"o.c. �\/\\ /\\/\\ Z z w w a m z z D f- z m P z 8 FOOTING PLAN VIEW \ \ \ \ 4 TO 5 COURSES: 48"O.C. \\// / / < 0 0 a F 0 y / 1 / ' C� o r, z � � m_ Wa7mZZI - CURB STEP SECTION \ \ / EXISTING PORCH SLAB TO BE REMOVED BELOW \ - --- -6 r/\ Z z W 0 a r, W W a Q w Z 3 m o 0 \ \ \/\ W wzJ � W ] m1m _ _ 2 HORIZONTAL 8 `. NEW INTERIOR BEARING FOOTINGS,SLAB MAY 1 \ DOWELS @ FTG 1 V \ \ 2'-101„ 2,_61„ \\/ .o ✓\\ 0_ F � IZF� � 7ZWooW � � DOWEL @CHAIR BLOCK REMAIN AND BE POURED OVERTOP ELSEWHERE 2 2 5'-7" \// _ \ \ \ \//// /�\ \ ADDITIONAL#4 OR#5 IN . 0 W Q a • Q H F I 0 \ \/ \/\\/ � �H ? 3NamQOm � ? on \ \ \ FOOTING TO BEAR ON FIRM BRICK LEDGE O f^ I .. UNDISTURBED SOIL \ I I I I .._. 'I..... �.._... �. . I I I I I L _ NO 3 4"OPT BRICK LEDGE EET .. \ VERTICAL REINFORCEMENT NOTED ON FND PLAN 4 MAX _ - M \ TO HAVE 6'BEND AT BOTTOM ST-2 .. I NO 4 OR NO 5 @18"O.C. CAST-IN-PLACE FOOTING SPECS ~ 4"CONCRETE SLAB FOUNDATION W/9' BEND @ BOTTOM I I I I I 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT W/6x6 W1.4 x W1.4 I N0.4 12"LONG HORIZONTAL - _ - - - - - 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT O WWF OR FIBERMESH I I' I I I a PLAN VARIES I DOWEL @ MAX 24"O.C. 8' MIN I I DRILL&EPDXY INTO EXISTING JOB NO.: 28"MAX I FOUNDATION 6"EMBED; LOCATE I I I I \. O q I I —� �`\, CMU STEMWALL SECTION U /\/ / / DOWELS @ MID DEPTH OF NEW AT2649 \\��\ \//\//\/\/\ I I CONCRETE POUR \ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 0 \ \ \\ \\ \\ I I I I \ ILLI IND A STEM WALL PARTICULARLY WHEN IT IS OVER 4 - SUBDIVISION: 12' MI N \ F NG BEH a ti / I I 5'-7" I I 7'-6" - 9' \ COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS \ I I 12-7 \ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O VAPOR BARRIER 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY J Atlantic Beach FL 6"OPT. EXTENSION IN BRICK I I _ _ I _ _ _I I \ ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. s _ \ i LOCATIONS ON FND PLAN - - - Q _ \ �- -�- �-- - \� � LOT NO.: 12"UNDER 1 STORY WALL I \ z 1946 Beachside Ct. WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 L - - - - - - - - - - - - - - - - - - - - BAR IN BRICK LEDGE I \ \\ 0'-0"A.F.F. FLOOR PLAN: 16 UNDER 2 STORY WALL I I - -, \ (BEYOND U-BLOCK W/ Q WITH(3)#4 OR(2)#5 CONT a 2 \ \ \ 4"FLOATING CONCRETE w (1)#5 CONT J I I \ `Q SLAB W/6x6 W1 AxW1.4 a Z DESIGNED: 5 GARAGE EXT WALL CURB SECTION N 4-EXISTING CMU STEMWALL FOUNDATION WWF OR FIBERMESH > . ; _ _ I A C I 2 - - ° " °° DBM �e . a_ '� w FINISH W 2 TOTAL I I \\ \\ , •' cn GRADE H REVIEWED: � I // // // // // // // // / / / \ X — — — — — — — —I I \\/\\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ �o. \ \\\\ w JPA REVISIONS DATE o I \ #4 OR#5 VERT 7-0•• \ REINFORCING @ \ MAX 72"O.C. / L\ 4"CONCRETE SLAB W/ i m 6x6W1.4xW1.4WWFOR I FIBERMESH ES H - _ 0'-0"A.F.F. SEE ARCH. I - ... \ ......... \ \ .... FOOTING TO BEAR ON FIRM4 41 � -----:,---- DWGS. - - - - - ADDITIONAL#4 OR#5 Q UNDISTURBED SOIL I IN BRICK LEDGE W A FOUNDATION SURVEY SHALL BE PREFORMED AND A COPY Q 2 HORIZONTAL V DOWELS @FTG, (1) VERT REINFORCEMENT TO OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING DOWEL @ CHAIR BLOCK HAVE 6"BEND @ BOTTOM N OPT BRICK LEDGE Q INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. NOTED ON FND PLAN 18.0" 5'-10" 20'-0" CAST-IN-PLACE FOOTING SPECS j VAPOR BARRIER 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT O 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 12"UNDER 1 STORY WALL 1'-2" WITH(2)#4 OR(2)#5 CONT 45'-0" 1- F-- kPEX OLOG 16"UNDER 2 STORY WALL CMU STEMWALL SECTION 7 WITH(3)#4 OR(25 CONT 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Q COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS ,��Q�� d� . G BEARING CURB STEP SECTION MAY BE OBTAINED FROM THE ENGINEER OF RECORD. •� 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Q; �+ 4 5 6 1 I 0.00 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. � 1`►0 7 METAL CONNECTOR ENGINEERING w :°�o.,• `j►`o; FOUNDATION r4 Uj N ALAN 1 /4" = 1 ' 0" x 11111110 100\-';: W CL Derek B Murray, PE Q FLPE#71457 9-27-13 I V FRAMING KEYNOTES METAL CONNECTOR NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET.IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE O ON DETAIL SHEET. O N Lo 3 ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: . A G: r- EXISTING A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSSCN Co BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH p FLOOR DECK T O 00 C O SW DBL TOP PLATE W/10d @ 3"O.C. 4. PORCH BEAM FRAMING NOTES N l EXISTING EXISTING I G A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. N I. NOTCH TOP OF PORCH BEAM 3 FOR BEAM PKT CONNECTION M ....... ..... AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP IPLT J j ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. V' i PORCH BEAM TO STUDS W/HTS20 OR MSTA24. W ... { _. t _. -_.: _ f ': _ B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV.I ; , PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. EXISTING EXISTING - EXISTING SW2 EXISTING SW2 — Z NOTE 7 NOTE 7 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 0 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, Y MSTA24. POST DOWN STUDS TO STUDS BELOW w/HTS20 OR U MSTA24. N D. BEAM ATTACHED TO EXISTING FRAMING O ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAMLij DIMENSIONS. (2)2x6-1/2 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER I TYPICAL WALL SECTION SHEET. F— ; l 6. HIGH UPLIFT CONNECTION: 1T-8" - 21STUDS (2)2x6-1/2 •TOP PLATE TO STUD W/(2)SDWC15600 @MAX 16"O.C.Uj 0 - 4 STUDS - 4 STUDS - P2Z Q •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO IST LEVEL V •STUD"@ MAX 32"O.0 Y O VERIF EXISTING OR • m _ 2 2x6-1/2 IST LEVEL STUD TO BOTTOM PLATE W/SDWC15450 16 O.C. - HTT4 m Q HTT4 m Q PROVIDE NEW O @ Q J VERIFY EXISTING OR VERIFY EXISTING OR d E ! 7. EXTERIOR SW INSIDE FACE SHEATHING: X SWING ROOF PROVIDE NEW EXISTING ROOF SUPPORT BEAM PROVIDE NEW I SUPPORT BEAM O --- •SHEATH INTERIOR FACE OF WALL w/MIN 7/s'OSB, FASTEN TO Z �i 2 2x6-1/1 w @ O.C. EDGE 6"O.C. 0 MING MEMBERS /8d COMMON ALL FRA N 3" _._ - -- - - : FIELD- •VE EXISTING OR PROVIDE NEW %"0 BOTTOM PLATE � ANCHORS w/NUT&WASHER PROVIDING 8"EMBED @ MAX 24" U) Lo {{: NOTE 3 s1. \\ ' ) x6-1/2 • LOCATE EXISTING OR PROVIDE NEW DBL STUD GROUP @ ENDS W W Z 10 W SEGMENTS /SIMPSON HTT4 ANCHOR OF S w d 0 Q - 13 \\ a; _ ....... 0WLQZ ! Q ] En N O i -2.> / p - WYF W0 { I U 0 - _ - _ , ----- ---- - -- ) VER EXISTING - F � Ww pm � � vp � W (2)2x6-1/2 _ N ti ap ZWOJ � m � ZZO R VI ........ .__... O PROVIDE NEW w pN Jw � Ntnop �../._.:..l...1/ Z/ 0 a w 0 p I- � H } WZ ............ ............ �. (n ma , Ww _ ZO � rWJm0F0 - _ a QL7WFW OW - W Q W O W I I W N 2 STUDS .. : ..........._ .................................... i 1. Q F Z Q 0 W 0 Z L X D 0 0 - 2DTT2DZ � p a owj04M Q (2)2x6-1h w I p p 0 w a_ 3STUDS; � a 2STUDS g m [7Qw � 0ZwWZWOQlw �.... - DTT2Z m _ Q ZZQ � 0pH0 - W Z ' _._ LV - DTT2Z m i - low Z [Q] Q � N- � 19 — - 4— L B W W Z w _ Z w W (] ] N _ ! 2 2x61/1 r .. . W W Q d - F Z N w \1:: T \ W mzzi Hw BEAM UP 7 lI - TUD EXISTING ROOF LOAD BEARI Z a V 0 L7 Q W '� Z I Qa 0 t, t7 7 - Z I _ CL fNALL E TING ROOF SUPPORT BEAM' Z p Z } W to W a N _ Z m w w � Q m Z - m< F Z 3 � H 4 / - W � 0 tnwQMvO QZ > Z Uwe - Qli r _ o � � 0 i � 3 W 13 w I _ —_ _ - 2 STUDS LL - 2 STUDS LL m ' - Q F 2 Z P Y 7 Z w D r r O m O m Z U Q - 0 01 W Z Q DASHED LINES INDICATE - DTT2Z SW3 0 v I- 3 N a N Q 0 c7 H ? U U PORTIONS OF STRUCTURE ✓ _ J TO BE REMOVED OSB SHEATHED SHEARWALL, _ I J ............ .......... ......... ......... NO �- - ' ' ' :� NOTE 3 � - _..- - (2)9 1/4"LVL-3/1 �-IEET .. ST-3 f � J f r STRUCTURAL a FRAMING PLAN NOTE 4 0 JOB NO.: f (2)2x10-1/3 (2)2x8= .l�_ 1 ry? _. .. Q AT2649 SWB SUBDIVISION: I f O 000 (2)2x12 z Q Atlantic Beach, FL j = J V LOT NO.: r, z 1946 Beachside Ct. M uQ=] O f NOTE 4 i } Co Z :2)9 1/4"LVL-2/1 FLOOR PLAN: (2)2x12 (2)2x12 0 O LL / J ? O O z..1- Z DESIGNED: 4x4 NO.2 SYP PT POST,(2)TOTAL pcc O D B M va W 2 STUDS LL-� (3)14"LVL-2/3o 1— REVIEWED: SEE TYPICAL PORCH _ -DTT2Z W JPA SHEATHING DETAIL — \ 1-1__I___1__I__I.1I -_ _,- - REVISIONS DATE _ ----J GARAGE DOOR DESIGN L _ -1 WIND LOAD(PSF): :..... __.. SW3 -� +24.11/-28.09 2 MSTA24 SIM G1 SHEATH BOTH SIDES m 1 HTTS 12"EMBED ST-6 OF GARAGE RETURN Q W z 0 w Q DEMO PLAN PROPOSED PLAN U) EXISTING CONDITIONS O HPEX U � N • • G � � gg eAPEX to ���'',`�S7 MU i O 7 So METAL CONNECTOR ENGINEERING =�' •• �:•• `` 0 FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4 = 1 ' 0" l NPI,,`''' w •��s lits���` a- Derek B Murray, PE Q FLPE#71457 9-27-13 i ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. O 2. TYPICAL BEARING BLOCK N • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. `- • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS ONp ':1 11 BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. d' i .::: _' I._LY' O 3. LEDGER FRAMING NOTES: O r ✓ • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS ATU) EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C.SPACING) N f % • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N A M LOCATIONS TION S ON PLAN ✓ 1 • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER J PROTECTION LL OTE i C ON AGAINST CORROSION l • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK (1J f LEDGERSH J S ALL BE SECURE TO WALL FRAMING WITH J ; ' WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. O I 1 ROOF FRAMING LEDGER: /. 1.... 1 IL_...1 1. .1..._.-...1/_ 1:.:..11 ll:.1 ..../... //. L, _.1 :_2..I 1.:_.<....1..: /::1/.'1.:: 1 . " _ 1-_.:::1 II:_....1 I::"11; r 2x8....................(6)12d COMMON Y I 2x10..................(8)12d COMMON Q ., . ✓ ✓ 2x12..................(10)12d COMMONCq � 1 FLOOR FRAMING LEDGER(W/NAILS): 00' PT 2x6................(3)16d COMMON PT 2x8................(5)16d COMMON w PT 2x10..............(7)16d COMMON PT 2x12..............(9) 16d COMMON D ✓ FLOOR FRAMING LEDGER(W/SCREWS). PT 2x6................(3)/4 x 4-/ LONG#14 WOOD SCREWS i PT 2x8................(5)/ X 4-/Z LONG#14 WOOD SCREWS f i � 0 PT 2x10..............(7)/4'X 4-/ LONG#14 WOOD SCREWS V I r ✓; 1 " : PT 2x12..............(9)/4u X 4-/2 LONG#14 WOOD SCREWS Y EXISTING BEAM TO REMAIN 4. OVERFRAMING NOTES Q EXISTING 2-PLY 13/4'x 18"LVL(MINIMUM 1.9E)BEAM TO REMAIN EOR HAS ANAYLYZED AND VERIFYED LOADS HAVE a NOT INCREASED MORE THAN 5%AS ALLOWED PER ✓ • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. Z EOR HAS ANAYLYZED BEAM WITH ADDITIONAL GRAVITY U FBC EXISTING STRUCTURES,707.4 • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. 0 LOADING ASSOCIATED WITH ALTERATION WORK AND VERIFIED BEAM SIZE IS ADEQUATE • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d (2)MSTA24 OR(2)HTS20 (2)MSTA24 OR(2)HTS20 1 COMMONS MIN. _ • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT VERIFY EXISTING VERIFY EXISTING ✓ CONNECTOR. W OR PROVIDE NEW OR PROVIDE NEW ALL RIDGE BOARDS BE 2x8 NO.2 SYP - N. Lo ------------ FASTEN-_-- -- _ -- - f • 2x6 N0.2 SYPCOLLAR TIES FROM(RAFTER TO X 0 Z /-:11 1-I 1 �f0 ® — _._. — RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. �} a W Q • 0 7 V ❑ Z R Ir m Q m p 4 f f RAFTER SPAN SCHEDULE 0 W �` W 0 �_ ____ — ✓ — ____ O.C. U E � m 0 0 Z H Z n m D 0 Ul �' EXISTING FLOOR TRUSSES TO REMAIN 13 LUMBER SIZE F F. w w Z a m Q a 4 ] Z LL p EXISTING FLOOR TRUSSES TO REMAIN SPACING '� m w ®� — — — — _ — 12 awe W � FpwWNOa 14'-5" 18'-3" 21'-8" 25'-6" Z ❑ 0 m - } Z I.- 0 2x6 2x8 2x10 2x12 W a . Z m 0 ✓ 24" 12'-6" - zlom >- Ww Ulu] 2'-T' LLl Q W a. a p w F- I I W p Z v w W J m 15' 10" 18'9" 2 Q Z Z W 0 Z W X Q I Q O 1 10 2 12'-11" 15'4" ZED m p �W ❑ w J o Q M V 20LL/15DL #2 SYP � WElZpOZ ❑ W �—! ❑ Q [] WW mOQIW CONTRACTOR TO VERIFY EXISTING FLOOR ✓ CEILING JOIST SPAN SCHEDULE Z Q X W 0 O P 0 - I Oz �i O.C. W MZQW� HZQI- WNI= � U-' SUPPORT BEAM/GIRDER, MINIMUM(2)2X10 ✓ LUMBER SIZE wWZ XQw � Qa WZ ✓ -- -S-Y-R VV"4ANGFR-RAT€S FQ"IN,-1400#— ! — - - SPACING Z Z W a W d Z p Ip- Z m- WW Z — ✓ -"- 2x4 2x6 2x8 2x10 2 - ZQ0 - ZanptDQwO P A. C7 OZ mWaNZZI - 2 HTS20 ✓ 2 MSTA24 OR 2 HTS20 p 4 m Z - Q Z O LVL 1.9E 2 1�"x 1:8"BELOW WALL ABOVE �, O O ✓ 12" 11'-10" 18'-8" 24'-7" 26'-0" Z m w _ WD N 3 a f.... :XX._ X .X,x '1 '11 aZ,—_.....®....._ . 10'-9' 16'-11" 21'-7" 25'-7" Q W Q Z Z Z W [7 H W I O ........ 13' 1 T-7" D I- z �- H 7 r...... ::. I<. ... . .. ._. U Q — EJ M W W Z fi . :. ............. ........... F09 _. _. t 9 3 10 L.L./5 D.L.#2 SYP 0 W H I 0 24" ::� , 0 Q 2' ✓ f 1 � nH _ 3NaW < O[� FZr, o Z 2 .. , J t ........ k ......... ........._... i <+1,_.1x 1 ::1.'< 1...1�.'1..: �1 ANI.. . ( ...1, 1_::1 . I,;::�L1. amu' .1 ,.. . V xi._... .... �`.. _.___._ �4 (. Z SHEET NO.: - ...._ _ FASTEN FLOOR 0 I, _ _ ST-3A `v 4 - .: _.__ I r 2' FO ✓ SHEATHING TO BOX FRAME H �. t - W/10d COMMONS @ 3"O.C. - - �- - - - ....... .. ROOF FRAMING r- 2, G Pi _... ...... ::::::I'I. _ y= __ ... ._.. ....... ...... F09 0 f 1.. _ 1 ....... .. _ i ......... _._ 2x4 SPF BOX FRAME - BETWEEN FLOOR TRUSSES SHEET O ACE . _ _t. .... .... _. Ix... ;? J T 1 F N ...... _ • (2)2x12 FRAMED TO EXTEND MIN.6' -__. -_._ ___ 2' ✓ TYPICAL OVER SW OF BOX-FRAME Q OB NO.. J , BACKSPAN INTO FLOOD SYSTEM AS SHOWN 12 " 5'3 ✓ ; ; AT2649 ........ _ .......... • Y ___ r _. 1 _k� .................... Q 2X6 S P VERTICAL SCAB TO FLOOR TRUSS _.... __ _,..... _.__ f ## .:...... .... __...._.... }..__ g ......� .._.. _ �._.... t. t� 1 _........ OX FRAME TO TOP PLATE ADJACENT TO(2)2X12 60TH SIDES,AS W/10d SUBDIVISION: SHOWN,ATTACH TO ALL TRUSS MEMBERS ✓ 1 ' " F10 COMMONS@ 3 O.C. W/ 310d .. - _ 0 _ .,. „ O ..:.1 e ; , i i:IrX <;'r' C4l"T 1 : .._ . _ ... TOP OF 1ST LEVEL ...... _.. .:.. __. .; ......... .... ......... 2X6 ROOF LEDGER; 6 OF DG 2, F06 ------ _ _ SEE NOTE 3 SEEN( E 3 �A ...... __-_ Atlantic Beach, FL O x4 NO.2 SYP TOP ..... 1 v - S PLATE :::. W d 2 2 Q LOT NO.: 2x12 SYP,ATTACH TO ALI TRUSS 2X RO LE ER; ' FLOOR TRUSSES, Z_ 1946 Beachslde Ct. MEMBERS W/10d @ 4"O.C. EE OTE f _ ? ......... ._ - ELEVATION OF B ) C9 FLOOR PLAN: TYP OX-FRAME BETWEEN FLOOR (2)2x12 BELOW WALL ABOVE W/ ' 2' TRUSSES DETAIL HUC210-2 EACH SND - ......................... F05 REQUIRED ONLY WHEN SPECIFIED ON FRAMING PLAN Z DESIGNED: DBMj N N N N N N N REVIEWED: � �**_� ►-«►.. ».- � ,,,,...... `tel'~...... ,,,.. .,..,... ,.�.,,,....- .._..,,..�.•"--._ ,..1...-..- ' w JPA � M ✓ REVISIONS DATE • 2x6 NO.2 SYP RAFTERS @ MAX 24' o o r Q O.C.ATTACH TO RAFTER W/(4) k u D- SEE"ELEVATMON OF BOX FRAME BETWEEN FLOOR TRUSSES DETAIL,"THIS SHEET f TOE-NAILS • 2x6 NO.2 SYP CEILING JOIST @ MAX 24"O.C.,ATTACH 2x6 TO CEILING , 1...... is1 1 . ,11 � 17 / 1< ::.1 . .1::.1 1::/1x} :1 1 1 1z:' 1::. l_. I 1 LEDGER W/(4)10d TOE-NAILS AND 0] TO RAFTER W/(4)10d FACE NAILS - - -- - - - - Q I Cl) TRUSS ENGINEERING NOTES: a x X. x u_ t ........... UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL Q , BE ACCORDING z TO THE TYPICAL WALL SECTION SHEET. CO -- 18'3-1/2 5°6-v2" -- 20' • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING D 0 _.._...... ........ ...... ......... 45' PEX LL GIN RING -TAq No I J * W ZAITe OF . ETAL CONNECTOR ENGINEERING � � ' � � •:• o . eAPEX FIRST LEVEL ROOF FRAMING PLAN 1 /4 = 1 ' 0" I0t410 W d Derek B Murray, PE a FLPE#71457 92713 FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE O ON DETAIL SHEET. O C4 q 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: V- A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS C14 BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. — B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH ... .... .... ..... .... FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. p� 4. PORCH BEAM FRAMING NOTES d' A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. N NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION M j AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. LL PORCH BEAM TO STUDS W/HTS20 OR MSTA24. LLI .... ... J .... ..... B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV._ PORCH BEAM TO TOP PLT W/MTS 12 OR MSTA24. 4 ..... . ...... -}'' C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 0 �... ...... ,1.. .:: PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, Y r MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U I � Q i MSTA24 i N D. BEAM ATTACHED TO ATTACHPORCH BEAM TOEXISTINGFRAMING EX STIING STUDS OR KING/JACK �t STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM W DIMENSIONS. �- ".j 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER G7 TYPICAL WALL SECTION SHEET. { (2)2x6-1/2 (2)2x6-1/2 ( � 6. HIGH UPLIFT CONNECTION: NOTE 1 •TOP PLATE TO STUD W/(2)SDWC15600 @ MAX 16"O.0 0 L. NOTE 1..,.: ALTERNATE METAL FLAT STRAP 2ND LEVEL ST V UD TO 1ST LEVEL I i1;; • STUD"@ MAX 32"O.0 1ST LEVEL STUD TO BOTTOM PLATE W/SDWC15450 @ 16"O.C. • Y EXISTING ROOF LOAD BEARING WALLd J } RETRO-FIT UPLIFT LOAD PATH W/SDWC SCREWS AS SPECIFIED IN TYPICAL WALL SECTIONS ST-5 Z i i 0 i BALLOON B F � RAME;GABLE END WALL TO OUTLOOKERS W/2X4 No.2 SPF @ 16"O.C. 3 STUDS aATTACH EACH STUD TO EXISTING WALL DOUBLE TOP PLATE W/A34 L. CS18 C Lo ._...................... ........._...... ----- - _._.. - _.._ -- - - _... ............... _ ......... �_.._ o Z I p W W13 w .._< IL IIIICEILING JOIr TO ! a 3 N D D W L, Q Z 2x6 No.2 SYP STUDS W/(2}kiTS20 d W Z = O F- o J 0 ... _ CEILING JOIST , tJA O _ F• W D J w a Z m l MAX24 O C - >' _ - @ M Illk -- a ►- wW ZomamajWLL O a. Z W W 0 W W W W W - NQG IIIIa. ......_. Co (2)2x6-1/2 o o m E Ir F- o } W Z F• p IO ✓ _.. od a WWF- WJm � W l,1 CL VERIFY EXISTING Z 0 Q } N U1 _ z (/� i. �, ma / - OR PROVIDE NEW I 'I aw o � HIw � D v � (/� F- (3 Ir IL IL � o oO a Z WDZLL ... 2x6-1/2 - / w F- z l� - 0 x — � ; IIIINm f m D � � WdiZoow :3 w (2) --- i ...._.... - 'h I :II f_1I l 1 ...._... Za < xwooF- O - i OZ _ ROOF LOAD BEA}�I IG WA�L - ? W F U r RETRO-FIT UPLIFT LOAD PATH W/SDWC SCREWS AS SPECIFIED IN TYPICA WALL SECTIONS ST-5 W W W Z X a W - a m W CEILIN IST TO / Z Z W a W IL M Z D J l'- Z W F w • Z 0 [STUDS W/ ")HTS20 C� [7p � ZQ � Nwa � NZZI _ (2)2x8 SYP _ _ - _ - ..... __....... 2 2x8 SYP BEAM UP __.._ ✓ i BEAM UP Z WW � am _ �aFZ3 � HQ _ ...... . //._1.. / a...- W Z j Zwo mwa F- U _._._... ll /1 O (2)2x6 1/1 f .. _ _ Q = az � ZIaUw � � � � aw - 3STUDSa� / p � F. Iz — Ne3ZwoDWF � f zva - aF- 0E- • IDOJ CID CS18 - 2 STUDS / O W - DASHED LINES INDICATE ✓ a - 2 TLIDS ✓ 0 •- CIF- ? 3cvaw4oaa PORTIONS OF STRUCTURE wco - CS18 = _ y co r TO BE REMOVED O r C518 x LLL Z - 2 STUDS LL Cl) '.. z EET NO.: r - CS18F-4� H -� E/ r / S f r \ STRUCTURAL 1 /1 ;a 2 STUDS a0 N �\ O oll Z_--27 1r � J. a FRAMING PLAN r CS181__1__., 11. _ 1. // _l /. _I r � v r / SUBDIVISION: (2)2x6-1/2. ............._ ✓ 0 1. f rl ll /L:11. I<_....- J NOTE 1 r r L- Atlantic Beach, Fl- T _ .. z. L�1946 Beachside Ct. r FLOOR PLAN: ZDESIGNED: 2 r v DBM ----------------- - O 2x6-1/1 W -- (2)2x6-1/2 r REVIEWED: f r a JPA Q REVISIONS DATE 2 2 STUDSfol - 2 STUDS � � (2)2x6-1/1 CS18 a CS18 o - f I v W (2)2x6-1/2 (2)2x6-1/2 A Z O W DEMO PLAN PROPOSED PLAN z EXISTING CONDITIONS j 0 PEX U w; # L�O C ILL- L'i (n ������• T ��,�� RING• o ��q5 •:• t4 Uj eA . ` PE X METAL CONNECTOR ENGINEERING .9•., S�P�E o,.�,�,.; SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 1 ' 0" ° • ••••0%A 0.1. w '��Si O141k-: � a- Derek B Murray, PE Q FLPE#71457 9-27-13 i ^4 I I 2x8 SYP RIDGE BOARD ROOF FRAMING KEYNOTES zxs ��2 g NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN , yoR9FT FR@M 1. PRE-MAUNFACTURED SHEAR PANEL STALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 24.Oc FRAMING PLAN SHEAR PANEL TO SW DBL TOP PLT W/10d 3"O.C. 2x6 No.2 SYP COLLAR TIE @EACH �B'ROOF SHEATHING, @ RAFTER SET;ATTACH TO RAFTER SEE TABLE 2,STA FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. O W/(5)10d EACH END 2. TYPICAL BEARING BLOCK N • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. N �p ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS ll. COQ A�OOG BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. O 00 O N LEDGER G. 3. LEDGERFASTEOR TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX � 24"O.C.SPACING) N �' '� • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N LOCATIONS ON PLAN M • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER --� PROTECTION AGAINST CORROSION V' ____......_ . .� ......... ......... ... ......... . IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK L LEDGERS SHALL BE SECURE TO WALL FRAMING WITH EXISTING ROOFMANUFACTURED ROOF WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT TRUSSES TO REMAIN TRUSSES BY OTHERS FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. z • EACH EXISTING TRUSS/ 2x4 No.2 SPF OR BETTER @ MAX 16"O.C.W/(2)2x4 ROOF FRAMIN G LEDGER: SCABBED RAFTER TO EXISTING No.2 SYP DBL TOP PLATE 2x6....................(4)12d COMMON Y DBL TOP PLATE W/(2)H8 • EACH 2X6 RAFTER TO DBL PLATE VV/H8 OR 2x8....................(6)12d COMMON C1 • EXISTING DBL TOP PLATE TO _ SDWC156002x10..................(8)12d COMMON Q EXISTING WALL STUDS W/ • DBL PLATE EVERY STUD W/H8 OR SDWC15600 2x12..................(10)12d COMMON SDWC15600 @ 32"O.C.MAX a EACH STUD TO EXISTING WALL DOUBLE TOP 1 ROOF FRAMING SECTIONCq PLATE W/H8 OR SDWC15600 ST-6 FLOOR FRAMING LEDGER(W/NAILS): CO • EXISTING DBL TOP PLATE TO EXISTING WALL PT 2x6................(3)16d COMMON STUDS W/H8 OR SDWC15600 @ MAX 32"O.C. PT 2x8................(5)16d COMMON w PT 2x10..............(7)16d COMMON PT 2x12..............(9)16d COMMON FLOOR FRAMING LEDGER(W/SCREWS): PT 2x6................(3)%4'x 4%"LONG#14 WOOD SCREWS PT 2x8................(5)%4"X 4-Y2"LONG#14 WOOD SCREWS 0 ST-6 ROOF FRAMING SECTION 1 ALL RAFTER FRAMING SHOWN IS MAX 24" O.C., UNO PT 2x10..............(7)%4'X 4-Y2"LONG#14 WOOD SCREWS VPT 2x12..............(9)%4'X 4-%"LONG#14 WOOD SCREWS Y FRAMING NOTES ... T10" _..__ ►. ..._..... ......:.. ............ .... ..._........ ............ _...__. ......................... 37'2" .._... ..._..... ..... ... .......... ..._......._ .......... _..-. ..._.......... . ......... 4. OV.RALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C. MAX. • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. z EXISTING ROOF TRUSSES TO REMAIN • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d 0 CL 2x6 SYP RAFTER COMMONS MIN. rz < I Hw • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT D Co _ CONNECTOR. (n LLAT LU a FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO ti W W Z 1 0 RAFTER WHERE APPLICABLE W/ 5 10d COMMONS MIN. a2x6 SYFTER w w w w w w w w x10 ER 2x C IE 2x10 RAFTER O QEj m W W m Q Z a LLrL tiLL 5'5-3116" 2x SY R FT R LL RAFTER SPAN SCHEDULE W o = Y F p w 0 a4 _ w .� I I I O.C. Ln NO � � FZp � OWUm � a a a a a a a `�S' 2x8 C LA�TIE LUMBER SIZE ti - W } } > 2x10 FTER 2x10 RAFTER SPACING Q a O Z D J F m U ? W ❑ - _ m X, CO cn CO - 2x6 2x8 2x10 2x12 w > 0 m W w 0 m 0 .- �S°c �c x Sc° >' L61 ,Nii �t`,p z 0mW0 W W J0 m _ p N N N N N N F 2 .._ ev 12" 14'-5" 18'-3" 21'-8" 25'-6,. 0 m � F F } Z ❑ - POS DOWN IP W/M N \ 0 RAFT R x C LA TIE.__._. 2x10 RAFTER 16 0 0 a } w w '� m 0 Z - (2)2 No.2 S F a 2 6' 18;9;; a Q [� m w W W I- W w 2x6 SYP RAFTER HIP POST /(2)MT 12 2x12 RIDGE BOARD „ .- 24" 1 15'-10" 22'-1" Z 0 w FI- } I W ❑ Z U } LU Qwl- m m POS TOB W/(2) TS12 S°c 120"�FT R 2x10 RAFTER _ _ N 2x C LA TIE 10-220 L.L./15 D.L.#2 SYP 18'-0" Q H Z Q 0 W 0 Z a � 0 c: X:4Y 2x RI E BOA O w 2x6 SYP RAFTER ` a � � = owWa a4 ❑ WJOa � } w }w i� I I 1! CEILING JOIST SPAN SCHEDULE z X 0 F 0 - Z cq Co i� @- 2x>3COLLATIE ( I I m � Z � U� � pQ � wl � 0W LL w w � � w w w LL w Q O.C. W eYW � ZU IL 2x10 RAFTER Q W w F F m - Ir t7 �Q x SPACING _ LUMBER SIZE w W z X Q W _ Q z a a a N a a a a a RA ER 2x4 2x6 2x8 2x10 Z W 2 } �Q � M- D U U- Z X P 2x6 SYP RAFTER } } } } } } } } Z w IX Z Z J F- Z M Co_. 0).. (02x8 B M UP cn. � N m v) x8 EA UP 2x COLLAR TIE - 0 - - a - Z Q I 0 N .... j\xr.... .x .: Z zopZ } mwaam - ZFF N N N x 0- w m ? w a Q Z Q ,._, 2 10 RA R 18 8 24 7 26'-0" pj D05 Nw wZoI mw � Fn 12 11'-10 �z �hu 16" 10'-9" 16'-11" 21'-7" 25'-7 W - w [7 F m W v - ::: _...:....._.. NOTE5cg LL 0 I ZHQUW � - pFQ � NOTE5 _ N 24" 9'-3" 13'-11" 1T-7" 20'-11.. !- H I Z F- �[ 0 Z W O w F 10 L.L./5 D.L.#2 SYP 0 w . Q F � F • I 0 0 � D04 2' � vI- ? 3NamQ ❑07I- ? vv ...... 0 _ _ } } _ _. _ ..... _ n 5. TRUSS MUST BE MODIFIED TO HANG INTO BEAM UP W/MIN. LL 2 - SIMPSON LUS26 HANGER;CONTACT ENGINEER OF RECORD z SHEET NO.: HTS20 D03 _i. HTS20 2 ACCOMMODATE FOR TRUSS REPAIRS REQUIRED TO ACCO /� ......._: + ..I. BEARING CONDITIONS REQUIRED AT HEADER UP — ST-4/`1 (A) ......_. ___ _ • ANCHOR EACH HEADER UP TO STUD GROUP IN SECOND ~ 2' fOJ LEVEL WALL FRAMING W/(2)HTS20 OR(2)MSTA24 DoA , 2 1 ROOF FRAMING : ..... ._ _.bo a PLAN 2 + D02 + o ( � Lo 0 JOB No.: - 4 __ W Uj AT2649 I v 1 2" y U.I LLJ 1 D01 1 — SUBDIVISION: .,Vx ,� 2 . 1'6" i; ..... ....... ........ ...... _ Atlantic B FL 2ij each, i ................................ ........ __ �- u Q i u .... .__._.. ! ....:- I.: ..... .. im LOT NO.: B GABLE BRACING .... N U sT-6 2' z 1946 Beachside Ct. SHED ROOF DETAIL D _,. . FLOOR PLAN: AT GABLE FRONT ST-6 2' 0 t,. C04 _.. ..... -::::::. _. z DESIGNED: T 2 :._.M w DBM I (:::: REVIEWED: 1� Z X JPA + ; LU TRUSS ENGINEERING NOTES: Q REVISIONS DATE ✓ HT$20 1 1 HTS20 1 1 03 1 1 �:..::. 1_. • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL } 1 __q �_ _- _ TRUSS TO TOP PLATE CONNECTIONS SHALL_ r - 1 1 L BE ACCORDING Co ____. 21...... .. ..a __.;.... ;� � TO THE TYPICAL WALL SECTION SHEET. � - _ 01 w ___ • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Z O • 2x8 SYP VERTICALLY ORIENTED BLOCKING @ LU ------------------------------------------------------ -- - --=-- - ----------- -- ---- ---------------------------- MAX 48"O.C. BETWEEN GABLE END TRUSS BOTTOM CHORD AND ADJACENT TRUSS IN OSB Q B GABLE BRACING SHEATHED PORTION OF STORAGE TRUSSES z ST-6 • TOE NAIL BLOCKING TO TRUSS BOTTOM (n CHORDS W/(4)10d EACH END D ...._.. o- -,� 7,8,_. . .. 8�: ...... .,, 5'6-112" . ., _ 20' _..__.. _....... • FASTEN OSB SHEATHING TO VERICAL 0 �, Cl) BLOCKING W/10d @ 4"O.C. PEX F•- �ILL . ._._... _ ........... .................... _ 4 ' __ i '!®'►rllr+i►�I + 'e;'Y I % % } ,,,,Q �� • GAS �4 • No 0 - �� — 11 METAL CONNECTOR ENGINEERING 1A SECOND LEVEL ROOF FRAMING PLAN 1 /4 — 1 0 w 90••.. SAS ,o.•��,•� A.• ��. W �i�FS ��oNP• d erek B Murray, PE Q FLPE#71457 9-27-13 TYPICAL ROOF DECK. SEE TOP PLATE TO JACK/KING GROUP: , SHEATHING SPECS,SHEET STA ,(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. TI H 2 SYP BLOCKING E FIT 11(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8' TRUSS OR RAFTER TO TOP PLATE W/ TIGHT BETWEEN TRUSSES, 36"<c<8' TRU SON R (3)1 od TOE-NAIL @ EACH END. SEE PLAN OTHERWISE SIMc STUD TO TOP PLATE W/SIMPSON 'v SDWC15600 @ MAX 32"O.C. _j W H1000NNECTOR TO WALL SHEATHING TO TOP PLATE W/8d = JACKtKING GROUP INSIDE FACE OF STUD �C N COMMON,SPACING PER TABLE 2 ST-1. 4" W BETWEEN TOP OF WOOD PANEL AND _j N CENTER OF FASTENERS. 00 — C o TRUSS OR RAFTER TO TOP PLATE 2x6 NO 2 SYP BLOCKING AT FIRST OPTIONS, UNO: (6)TRUSS BAYS FROM EACH •H8 TYPICAL TRUSS TYPICAL TRUSS CORNER OF BUILDING. EACH •SDWC15600 TO TOP PLATE TO TOP PLATE BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER:7 C N CONNECTION CONNECTION PLATE. N PROPERLY WIND LOAD RATED SOFFIT MATERIAL TYPICAL TOP PLATE TO HEADER W/ H2.5A/T OR SDWC15600 @ HEADER CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL M JACKWING GROUP AND @ MAX 32"O.C. AND CLADDING DESIGN PRESSURES ON SHEET ST-1. TYPICAL 32"O.C.(SEE HEADER EXTERIOR WALL J EXTERIOR WALL FRAMING NOTES ON SHEET LL 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3:MAXIMUM STA FOR ALTERNATES) LLI J BETTER @MAX 16"O.C. PER EXTERIOR WALL STUD SPACING.ROOF J PLAN BEARING ONLY. RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING > z TYPICAL WALL SECTION ALTERNATE SECTIONS AT ROOF (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) Y SEE TABLE 2:WOOD STRUCTURAL PANEL N I SHEATHING REQUIREMENTS FOR TYPICAL STUD TO BOTTOM PLATE @ HEADER SHEATHING SPECIFICATIONS W JACKIKING GROUPS AND @ 32"O.C. TYPICAL EXTERIOR �. W/(2)SDWC15450 OR(1)SDWC15600 STUD TO BOTTM PLATE @ HEADER JACK/KING WALL TYPICAL EXTERIOR OR OPT.2x_LEDGER,ATTACH GROUPS AND @ 32"O.C.W/SDWC15450 INTERIOR LOAD BEARING TO FLOOR TRUSS TOP (A WALL CHORD W/10d @ 6"O.C. BOTTOM PLATE TO TRUSS @ 24"O.C. W/SIMPSON SDWC15600 ALTERNATE SHEATHING y BOTTOM PLATE TO TRUSS @ 24" I BOTTOM PLATE TO RIBBON BOARD CONNECTOR: ALTERNATE STRAP V O O.C.W/SDWC15450 W/10d @ 6"O.C. CONNECTOR: n U EXTERIOR WALL Y 1 x MIN. A z GAGE COVERING PER SPECS METAL STRAP 48" TO LAP UPPER AND @ I LOWER LEVEL WALLS 12" O.C.W/MIN(5)NAILS GABLE FLOOR a AS SHOWN. MIN(5) LOWER STUDS/HEADER O WALL SHEATHING TO BOTTOM PLATE W/ NAILS PER STUD EACH IN UPPER AND TRUSS BY OTHERS 8d COMMON,SPACING PER TABLE 2,ST-1 ONTINUOUS 2x4 RIBBON BOARD 2x4 NO.2 SYP DIAGONAL BRACE @ 48" U) O.C. DIAGONAL BRACE TO FLOOR 1 TRUSS OR DBL TOP PLATE W/ WALL SHEATHING TO TOP PLATE W/8d (3)10d 14, W W a Z 1 0 - TOE-NAILS AT EACH END. Q j m O W w 4 Z COMMON,SPACING PER TABLE 2,ST-1 �' 0 4 Z � a W ALTERNATE STRAP 0 Z I u U � a p J O TOP PLATE TO TRUSS @ HEADER TYPICAL EXTERIOR WALL LO J 0 M — F Z 0 J W U m O 4Fa > paIn4o43w0 Uj NNE T R. SEE w W w W W O "METAL FLAT STRAP JACK/KING GROUPS AND @ 24"o.c.wi EXTERIOR SHEATHING TO SPAN METAL FLAT STRAP 2ND LEVEL Z o W w ., W m N o a SDWC15600 TOP PLATE TO TRUSS @ 48"O.C.W/ p a W a a F W a 2ND LEVEL STUD TO SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM - TUD TO 1 ST LEVEL STUD (q p 0 m a z _ W } W Z F 0 1ST LEVEL STUD" STUD TO TOP PLATE @HEADER DETAIL JACK/KING GROUPS AND @ 48"O.C. Z a a } w w F J m 0 Z a ALTERNATE FLOOR-TO-FLOOR UPLIFT W 4 a ° 4 W w I W W N l- M w w wi sDwc15600 PARALLEL FLOOR TRUSS W 0 w H I I W 0 Z v ' I 2x4 OR 2x6 STUD GRADE STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: Z FF0 < 13CL FaZW ' o SPF OR BETTER E MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE o Z a z w 0 X — p a 16"O.C, UNO. SEE PLAN � w I W p 4 FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER m C7 4 Q W W Z W W to 0 4 Z ADDENDUM TYPICAL WALL SECTION NOTE: FLOOR-TO-FLOOR UPLIFT CONNECTION NOT 2. ALTERNATE STRAP CONNECTOR APPLIES TO1STFLOORHEADERORSTUD w i p wF H Z 4 F w � M° m 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY W W W Z -X 4 W ti 4 a 4 Z REQUIRED UNDER GABLE TRUSSES AND WHERE DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W M Q M W F H p v O m ' W W TYPICAL EXTERIOR OR Z � I } Z< 0 _ _ j000 < Wo COMMON TRUSS SPAN IS 16-FEET OR LESS. INTERIOR LOAD BEARING WALL Z Z p 0 Z } w N w a M tp — W WwJ1 — W �Qww< mm - 4 Zp m 4W [] STUD TO BEAM OR TRUSS @ 48" Q 14 Z >- 9 Z I O 1.- 4j F Q li O.C.W/1 'x 18 GA.METAL STRAP O F I- 2 Z P F p Z w p W H a •ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN%2'36 KSI W/MIN(5)NAILS EACH IN STUD p W Z ii Q M 0 1 W Z Z J SQUARE WASHER: MIN%"x10"L-HOOK THREADED ROD "DIA,x 22"'MIN EMBEDMENT APPROVED •EACH SIDE OF OPENINGS ANCHOR BOLT MIN Y2'x 6"TITEN HD MIN%"x 6"TITEN HD MASA TO TOP OF AND BEAM U F _ 3 N a N 4 o C0 I- _ n WEDGE ANCHOR OR EQUAL @ 48"O.C. •WITHIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR BOTTOM PLATE W/(6) � DO NOT USE J-BOLT AT APPROVED EQUAL 10d x 1 Y" WOOD BEAM OR TRUSS MAX W/2"SQUARE WASHER •MAX 48"O.C.OTHERWISE ) HOLD-DOWN GIRDER PER PLAN SHEET NO.: • •TWO STORY-STUD TO BOTTOM PLATE @ CONNECTORS TO TOP OF WOOD Z HEADER JACK/KING GROUPS AND @ 48" PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE ST-5 O.C.W/SDWC15450 WALL SHEATHING TO PT SILL PLATE WITH MASA TO SIDE OF •SINGLE STORY-STUD TO BOTTOM PLATE 8d COMMON,SPACING PER TABLE 2,ST-1 O TYPICAL WALL @ HEADER JACKIKING GROUPS AND @ 8"EMBED AT STEMWALL G. BOTTOM PLATE W/(3) 0 SECTION 48"O.C.W/(2)SDWC15450 "BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1 /" AND CENTER OF FASTENERS. MONOLITHIC OR MONOLITHIC OR MONOLITHIC " 2ND FLOOR WALL TO BEAM OR HEADER ° ° `'' STEMWALL FOOTING FOOTING ONLY O JOB NO.: MINIMUM�"/MAX%4'GAP BETWEEN STEMWALL FOOTING MASA SET/"TO THE STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) V AT2649 BOTTOM OF PANEL AND TOP OF SLAB. PER PLAN APPROVED ADHESIVE INSIDE OF SLAB. Q OR EPDXY ANCHOR KING STUDS: E 0 ACH KING T / S UD T OB BEAM/HEADER ADE R BELOW WITH SUBDIVISION: MONOLITHIC OR �T' MSTA36(OR CS18)WITH(18)10d. STEMWALL FTG PER ° MONOLITHIC 3 3 SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER O \� /\ PLAN C: /, Y/a" FOOTING ONLY BELOW PER SW SHEAR WALL SCHEDULE ON SHEET LL , „ ST-1 Atlantic Beach, FL /2 DRILL & EPDXY TITEN HD IN 2x6 TITEN HD IN 2x4 ** Q \ WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE SIMPSON CS18 / EXTERIOR SHEATHING TO RESOLVE " Y2" J-BOLT ANCHOR ° ANCHOR BOTTOM PLATE ° BOTTOM PLATE Z ** - - LOT NO.: ° d / WALL UPLIFT AND SHEAR AT SILL MASA ANCHOR EXCLUSIVELY \\ z_ 1946 Beachside Ct. / / PLATE. TYPICAL, LINO. TYPICAL BOTTOM PLATE ANCHOR OPTIONS ALTERNATE SECTIONS AT FLOOR >- FLOOR OOR PLAN: TYPICAL WALL SECTION O BOTTOM PLATE ANCHOR NOTES: J (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING O TYPICAL WALL SECTION NOTES: 2. 'TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING. REQUIREMENTS Z DESIGNED: 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT a 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2X_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED WITHIN 12"OF THE END OF ANY PLATE U DBI (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER FUj — REVIEWED: 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. w JPA 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. W 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS XXQ REVISIONS DATE 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK a SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER m w I z Optimal 22Y2* O 30°M 10° 0° Rafter or Truss 2 3/4" -Y4"min 4" n %4 grin %" ' Q Y2"Min 30° /z minimum edge distance " " Z for full values Splice may CO (with or without be in upper Pressure D treated sill ® Do not install SDWC in a plate splice) or lower ;r :�`, .i Q hatched area ,t' SDWC15600 '•30 PEXI /2"Max /2'Min V Offset%a"from --_.I� Optimal 22Y2* 10° 0° LL 0 0 Overhan 1 3/"Max SDWC15600 top plate splice Q a for full y values SDWC15450 at sill plate connection fA ����es Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 Finish:Black E-Coafrm �% •••• SDWC15600 12:12 pitch and must be"birdsmouth"cut. Rafter to Top Plate shown �Cr•.•' �� (1)s0wc (2)SDWC 0 4�A.; �G 0, SDWC15600 Truss to Top Plate similar Note:Sill plate anchor to foundation not shown for clarity. I. Note:Stud-to-Bottom Plate shown.All other installations similar. �.� NO X14 •• STANQARDSDWCROOF TOWALLNSTALLATION 1 a STANQARDSDVVCROOFTOwALLWSTALLATbNRANC'E 2 OPT'Sd clNsTALLATm-TRtJSSIRAF ERALIGNEDmHSTUD 2a OPT.SdV1 WTALLATIONRAN('E 3 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC STUD-TO-SILL PLATE CONNECTION _-T 1-3 SDWC EDGE DISTANCE AND SPACING INFORMATION � *• METAL CONNECTOR ENGINEERING ^'• stA -`4 j W �•• �oP'C?�.•� X , SSI#fillOlisoNP"��`� Q Derek B Murray, PE FLPE#71457 9-27-13 II ROOF DECK TRUSSES PARALLEL TO WALL: ROOF TRUSS (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO r SW B 2x4 SPF(MIN) NAILER FASTENED OR RAFTER OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT TO DBL TOP PLT W/10d @ 3"O.C. APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. •FASTEN DBL STUDS TO TOP PLATE AT I I I I I I I I END OF SHEARWALL AND KING STUDS W/ 2x4 SPF(MIN) CONTINUOUS LATERAL RESTRAINT � TRUSSES PERPENDICULAR TO WALL: BLOCKING (2)MSTA24. 2x4 SPF(MIN)BLOCKING BETWEEN EACH (CLR). QUANTITY AND LOCATION •FASTEN STUD GROUPS TOGETHER W/ BETWEEN EACH TRUSS.FASTEN TRUSS. FASTEN TO DEFINED BY TRUSS SHOP DRAWING. 12d @ 8"O.C.(TYP) TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d 4"O.C. HEADER PER PLAN I I @N\ I N LO I • I I NAIL THROUGH�/js'OSB INTO SPF OR 1 I I BETTER FRAMING WITH 8d 3"O.C.(TYP /6 O R THICKER CDX N I I AT HATCHED EDGES) OR OSB FASTENED TO APPLIED TO EITHER IF LATERAL RESTRAINT MUST BES°• TRUSSES, RAFTERS SIDE OF WEBS MADE OF MORE THAN ONE PIECE, O I I DBL CROSS PLATE ABOVE AND BELOW 2x WALL FRAMING OR BLOCKING W/8dDO SO WITH OVERLAPPING BRACES OPENING TO DBL 2x4 BLOCKING W/(2)CS18 COMMONS @ 3"EDGE, PORCH BEAM LIKE THIS(NP EVERYWHERE) 12"FIELD. OR(2)MSTA36(TYP AS SHOWN) N I — PORCH BEAM TO POST: N OPTION: WOOD STRUCTURAL (1)MSTA24 04 H THING S EA I POST TO SLAB: s „ OS I /6 ATC COUPLED TO HTT5 BELOW OR QTO I I I (SEE TABLE 8,STA), IN LIEU OF END STUD ABU POST BASE ANCHOR J I TO TOP PLT CONNECTION. OR DTT2Z TRUSSES NEEDING BRACING LL I (UNLESS NOTED OTHERWISE) W OPTION: J I sie'ATC OR QTB(SEE TABLE 8,STA), IN LIEU TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES OF KING STUDS TO TOP PLT STRAPS. LATERAL BRACING - MULTIPLE TRUSSES > UNLESS NOTED OTHERWISE. Z 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). BOTTOM PLATE ANCHORS AT 24"O.C.(UNO) O I 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY � PER TYPICAL WALL SECTION CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. I •HTT5 AT WALL SEGMENT END STUDS 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS (� I I I KING AND JACK STUDS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. Q •AT SECOND LEVEL WALLS, END STUDS TO I I I PER ENGINEERING 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). 1ST LEVEL STUDS W/(2)MSTA36 OR (2)CS18, 1ST LEVEL STUDS TO SLAB W/ 5. DESIGNED PER BCSI-63,2007. N HTT5 GARAGE DOOR BUCK/JAMB NAILED 17 •HTT5 MAY BE INSTALLED AROUND CORNER TO STUDS W/(2)16d COMMON OR W I 12d CC NAILS @ 16"O.C. H •LTT19, LTT20B,OR DTT2Z AT KING/JACK STUDS CONTINUOUS LATERAL RESTRAINT WEB •AT SECOND LEVEL WALLS, KING/JACK ' WEATHER STRIPPING/STOP � STUDS TO 1 ST LEVEL STUDS W/MSTA36 GARAGE Max �6°Max �6°Max BRACE SUBSTITUTE GARAGE DOOR OR CS18, 1ST LEVEL STUDS TO SLAB W/ _ ------- / WEB MEMBER SPECIFIED ALTERNATE BRACING � HOLD DOWN. SIZE CLR T OR L SCAB 0 • ------------- 2x4 1 ROW 2x4 (1)2x4* SWB-SPECIAL SHEARWALL DETAIL (6)NAILS OF LTT20B MAY BE OMITTED J • SHEATH ONLY ONE FACE OF WALL, LINO 2x4 2 ROWS 2x6 (2)2x4 • THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS T-BRACE FASTENED TO 2x6 SYP GOAL POST ATTACHED WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 Q T 2 „ NOTE: 2x6 2 ROWS 2x6 (2)2x4' O STUDS W/O ROWS OF 3 -� d IN LIEU OF SPECIFIED DECK SCREWS FOR 2x8 1 ROW 2x6 (1)2x8 Z GALV DECK SCREWS 12"O.C. @ GOAL POST ATTACHMENT THE GARAGE 2x8 2 O 2x6 ROWS 2 2x6* 0 DOOR SUPPLIER MAY SPECIFY A FASTENING GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK L-BRACE FASTENED TO PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, WEB W/10d AT 6"O.C. SPECIFICATIONS THROUGH THE GOAL POST. SINGLE TRUSS BRACING C7 LO 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL X a 2x FRAME DOWN FROM HEADER ABV RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE a n Q Z Oa Cr 01 GARAG DOOR JAMB DETAIL SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. Q O N O W tL Q Z - W F W 0 Y O AND KING STUDS AS REQUIRED WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR � W Z IDU p 0 -1 - JACK 2x CROSS TOP PLATE,TOENAIL EA. END W/ *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Lf) to O 0 - H Z to p W D N 0 REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND ~ Q IL W Z m Q Q W U. (2)12d COMMON OR 10d CC Vj6"Max �6°Max TJ6'MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. O W a � > Q@ W 1"- 130 N ' a W m 0 W W J W - p 2x BLOCKING.(1)EA SIDE,TOENAIL EA END _ (� p 13 m a Z w F w j m 0 1.- u W/(2)12d COMMON OR 10d CC TO TOP PLATE W Q a j_ Q m m = W W N F m w m &JACK STUDS Z P D Z Q W EYEBROWWINDOW (A F- I- OW0ZWap � pO QIO < 13IL l-- � w � pmwa = mv. DWJ04 ILI WINDOW MANUF NAILING FLANGE INSTALL ASSEMBLY FASTEN EACH RAFTER m t7 Q w LWi D Z w W Z O O Q 1 w OVER WALL Z QXw00I- O - IWOZ SHEATHING. TO NAILER W1 MIN(4) W Z p W F- 1- ZQ H w N- m a NOTE: - 1 8D COMMON W w w Z X < w _ Q a rn w Z CUT EXTERIOR TO MATCH RADIUS 2x6 NO.2 SYP CONT. TOE-NAILS Z W W Q W d m z p D Z Ul W W WINDOW FRAME*%2' NAILER Z Z p p Q Q Z N w il Q 3 Z Z Z F PO j 2x4 NO.2 SYP RAFTER AND 2x6 Z 0 O w m F ! m w _ FASTEN CONTINUOUS W W W J 1 m - W o N W Q m H Q NAILERS TO SOLID W - _ a D U CEILING JOIST AT O O.C. ¢ Z I Q p I [Q] S O I W W Z FRAMING/HEADER FASTEN RAFTER TO JOIST 2x4 HTT5 Q F I- I Z F„ H � 0 Z W O F � WITH(2)4'x 6"LAGS p Q WINDOW FRAMING - 72" OR LESS EYEBROW OR WOOD SCREWS @ WITH MIN(4)8D COMMON. SHEATH INSIDE FACE ONLY IF NOTED . O W . Q F J 0 I O J ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO D H ? 3 N a m Q 0(*J F- � D D MAX 16"O.C. STOP SHEATHING AT GOAL POST 1 0 CORNER STUD GROUP W/ SHEATH ASSEMBLY FULLY X - - - - - - STAGGERED. STOP NAILS Z SHEET NO.: PER STRUCTURAL PANEL 2x4 NO.2 SYP CONT. NAILER 2ft max AT BOTTOM 24"OF STUD 0 ST-6 SPECIFICATIONS,STA, FOR ROOF SHEATHING. N o • 1 K FOR CONNECTOR �. INSTALLATION 9 STRUCTURAL FASTEN EACH JOIST TO NAILER W/MIN(4) EXTERIOR WALL SHEATHING a DETAILS JACK AND KING STUDS. SEE HTT5 TOE-NAILS.N PLAN FOR QUANTITIES. 0 JOB NO.: � GARAGE RETURNS TO BE PLAN VIEW SHED ROOF DETAIL AT2649 FRAMED AS 2x6. Q TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN SUBDIVISION: BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH AT HEADER AT CORNER (3)10d EACH END BLOCK TO ROOF DECK AND DBL EACH JACK TO HEADER W/ FASTEN 2x4 N0.2 SYP DIAGONAL TOP PLT W/8d COMMON @ 3"O.C. SIMPSON MSTA24. ADDITIONAL WALL STUDS @ BRACE TO BLOCKING W/(6)10d ROOF DECK 2x4 SYP OUTRIGGER @ 24"O.C. MAX 16"O.C.AS REQUIRED Atlantic Beach, FL FASTEN SHEATHING TO 16"O.C. Q CLIP TO GABLE TOP CHORD W/ GARAGE RETURN STUDS, (3)STUDS MINIMUM � LOT NO.: AT CORNER • - BEAM ABOVE PER Z 1946 BeachSlde Ct. 1 H2.5T WI 10 8d x 1 TOP PLATE AND BOTTOM O ( ) � — ,, PLAN PLATE AS SHOWN W/8d GABLE TRUSS COMMON AT 3"O.C. } "x6"EMBED ANCHOR BOLT I I FLOOR PLAN: INSTALL(1)SIMPSON HTT5 � ti0 AW/2"SQUARE WASHER AT CORNER END OF 24"LONG 2x4 NO.2 SYP SCAB CENTERED ON EACH SIDE, s/e.DIA.ALL-THREAD W/2" 'j DBL STUD UNDER BEAM. RETURN. SEE APPLIED TO GABLE VERTICAL BEAM TO STUD GROUP W/ OR @ 48"O.C. ROUND WASHER DRILLED I I ALTERNATIVE HOLDOWN Z DESIGNED: I- - -I W/10d AT 3"O.C. IN LIEU OF ANCHOR BOLT ON THIS AND EPDXIED INTO OPTIONS IN NOTE BELOW. _ 1 1 (2) HTS30 OR (2) MSTA36 ( PLATE,(2)STUD GROUP CONCRETE W/7"EMBED DBM SUPPORTING BEAM AND 2x6 NO 2 SYP DIAGONAL BRACE 2x6 NO 2 SYP DIAGONAL BRACE STRAPPING MAY FASTEN TO SLAB INSTALL(1)HEADER N D OF I- REVIEWED: W/LTT206 AT HEADER END OF BOTTOM PLATE (SEE PLAN FOR LENGTH) I I RETURN,AS SHOWN. SEE w JPA •UP TO 8FT SINGLE 2x6 ONLY •UP TO 20 FT,2x6 W/2x6 T-BRACE 1 FASTEN(1)SIMPSON HGA10 BRACE IN LIEU OF ANCHOR BOLT ON THIS /s"OSB FASTENED TO ALTERNATIVE HOEDOWN , 1 CONNECTOR FROM TO DIAGONAL PLATE, (2)STUD GROUP STUDS W/8d COMMONS @ OPTIONS IN NOTE BELOW. Q REVISIONS DATE BRACE TO GABLE VERTICAL • 3"O.C.ALONG PANEL SUPPORTING BEAM AND FASTEN 2x6 N0.2 SYP I STRAPPING MAY FASTEN TO SLAB - - EDGES - Z W Z W I- - - -I I W/LTT20B BEAM ABOVE, PER W W MONOLITHIC FOOTING }- "T-BRACE"TO DIAGONAL • PLAN m in OR STEMWALL. m BRACE W/10d @ 3"O.C. I I I I 2x4 NO.2 SYP BLOCK CONTINUOUS TYPICAL CORNER 0 8'-0"ORAS SHOWN ON PLAN I I BETWEEN DIAGONAL BRACES. FRAMING W w W FASTEN TO DBL TOP PLATE W/10d Z 2x4x8'-0"NO.2 SYP LATERAL I 1 AT 3"O.C. DBL STUD UNDER BEAM. BRACE @ 48"O.C. FASTENED 1 - I PT NO.2 SYP BEAM TO STUD GROUP W/ 0 TO EACH TRUSS W/(3)10d 1 I I BOTTOM PLATE (2) HTS30 OR(2) MSTA36 ELEVATION VIEW w I I 1 Q l _ TYPICAL BOX COLUMN DETAIL Z N HGA10 BRACE CONNECTOR FASTEN(1)SIMPSON J L - - -- - - J FROM TO DIAGONAL BRACE TO GABLE VERTICAL 'ACTUAL BEAM ORIENTATIONS MAY VARY• (j) �AR AGE RETURN D GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN NOTE: PER THE FBC 2010 2304.11 PROTECTION AGAINST DECAY AND TERMITES, �j 0 1. FACE NAIL GABLE BOTTOM CHORD TO THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED ACCORDING TO ONE OF NATIVES FOR THIS APPLICATION&DETAIL ONLY: �- PEXI - CONTINUOUS BLOCKING W/10d @ 8"O.C. THE FOLLOWING TWO OPTIONS: (1)STHD14=(1)HTT5(MONOLITHIC) P 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 (2) 4 x =(1)HTT5(STEMWALL) �;/ W/(8)10d @ 48"O.C. OR TOP PLATE TO EXTERIOR WALL PER PLAN ice■ OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL (2)%4 x 2 3/4'TAPCONS=(1)ANCHOR BOLT LL TRUSS BOTTOM CHORD W/SDWC15600 SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8 INSTALLED VERTICALLY WALL SHEATHING PER PLAN VERTICAL SEPARATION FROM GRADE. Q OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED GABLE ANGLE BRACING DETAIL (W/ HGA1 O) SEPARATION ACCORDING TO OPT#1,AND MUST BE FRAMED AND SHEATHED 0 � Q�Q v�G Q •'. *�� B WITH PRESERVATIVE-TREATED MATERIAL. _ 1) MAX.TRUSS SPACING=24"O.C. J No ', 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR • .. NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. METAL CONNECTOR ENGINEERING � � "��. sTP :•_: W .9 •. o`er. wIONP�.�`� a rrr n���� Q Derek V urray, PE FLPE#71457 9-27-13