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Permit SFD 353 7th St 2012 i�S !`-+`J I .fir, '' ,� - '' z CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 V13 Application Number 12- 00000059 Date 5/21/12 Property Address 353 7TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation . . . 500000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor MARTINEZ JUAN CARLOS & WECHTER SIGNATURE HOMES & DEVELOPMENT MARY ELLEN 731 DUVAL STATION RD 303 9TH STREET STE 107 -417 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 759 -9867 - -- Structure Information 000 000 NEW SINGLE FAMILY DWELLIN Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor . TROPIC HEATING & AIR Permit Fee . . . 143.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 11/17/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247 -5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with a } n � RT1 � � concrete box with PERMIT IS�YI`It(YVEI 44N IN � i E M'i'lA L (TNPA7� N`4 B I ATGCES'AND THE FLORIDA BUILDING CODES. S 1.,A,v j � 64 \..; CITY OF ATLANTIC BEACH r j 800 SEMINOLE ROAD J ,, a X ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 � J131 S Page 2 Application Number 12- 00000059 Date 5/21/12 Special Notes and Comments 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. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Contact Public Works (247 -5834) for Erosion and Sediment Control inspection prior to the start of construction. Other Fees STATE MECH DCA SURCHARGE 2.15 STATE MECH DBPR SURCHARGE 2.15 Fee summary Charged Paid Credited Due Permit Fee Total 143.00 143.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.30 4.30 .00 .00 Grand Total 147.30 147.30 .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 JOB ADDRESS: 3 7' 7 .r1 -57. 4,7c. PERMIT # /.z - o 59 PROJECT VALUE $ i c° D w° NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity -2 s g: Quantit Tons Per Unit � ,S Heat: Unit Quantity ,Z BTU's Per Unit s4.>/ 9' Seer Rating /c/ . d Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets _ Boilers BTU's 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: r w�.n/ -t 4: c nl N 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 tr`� `` n e 2 4WAe44 / 8 at- 5.,, a lL 1c4 y Phone Number 7 1< - o 7 6 /9 Mechanical Company r b ?i C, kits-0- 1C_ Office Phone'')') 7cfts Fax Qt{ --)7.2 Co. Address: 750 N ,NiMt Pty -�' - ?. - X' City PALtAki C State FL Zip3ZZ3 .x License Holder (Print): C`�n 12 is 7.3.- r� State Certification/Registration # 3) Notarized Signature of License Holder - KAREN E. PANTFOEDER Sworn and scribed before me this / day of 20 P- I�fOTARY PUBLIC / F y i _ STATE OF FL Signature of Notary Public E/ �i, -� "—er.- - �"'a�` Comm# EE064448 Expires 3/4/2015 e S.S CITY OF ATLANTIC BEACH A r) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 J13 =)' Application Number 12- 00000059 Date 2/03/12 Property Address 353 7TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation . . . 500000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor MARTINEZ JUAN CARLOS & WECHTER SIGNATURE HOMES & DEVELOPMENT MARY ELLEN 731 DUVAL STATION RD 303 9TH STREET STE 107 -417 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 759 -9867 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY DWELLING NEW Additional desc . Permit Fee . . . 1680.00 Plan Check Fee . . 840.00 Issue Date . . . Valuation . . . . 500000 Expiration Date . 8/01/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247 -5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. PERMIT ISAP ) CIVILIPIP N Viri'II ,Ci-, .�1V'�PVIEA�CI NAY @ES AND THE FLORIDA BUILDING CODES. 4 VT '� r \s CITY OF ATLANTIC BEACH j ' .:- 800 SEMINOLE ROAD F . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 WI w'" Page 2 Application Number . . . . . 12- 00000059 Date 2/03/12 Special Notes and Comments 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. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Contact Public Works (247 -5834) for Erosion and Sediment Control inspection prior to the start of construction. Other Fees STATE DCA SURCHARGE 25.20 DEV REVIEW- SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 STATE DBPR SURCHARGE 25.20 UTIL REV PRE APP >3 HRS 50.00 Fee summary Charged Paid Credited Due Permit Fee Total 1680.00 1680.00 .00 .00 Plan Check Total 840.00 840.00 .00 .00 Other Fee Total 250.40 250.40 .00 .00 Grand Total 2770.40 2770.40 .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 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 3 5 7 fL eAc-e e\ Permit Number: iv; - 4'c ' 5 Legal Description 4 p I' aa*-ale 131 Parcel # Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ 600, WO Proposed Work heated /cooled 3, 6 0 non - heated /cooled i — � (0 Class of Work (circle one): Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial ' esidenti. If an existing structure, is a fire sprinkler system installed? (Circle one): • - ICIP N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: AM. 11,) i i c f rn v,A, (, 1��i C Al Property Owner Information: Name: �ucx Co r Mc-kr -I 'INC Address: City State Zip Phone ;;;',4.5 a _,0 t `f ( E -Mail or Fax # (Optional) Contractor Information: Company Name: o qa• � r, ; < 4- b Veto v .,- Qualify Agent: R ex w 1 Wi te.vv\ Address: 73 i r ,,,` : , . S. 0 - ■ 7 City 3aa.5( State I Zip 3 g.lr g Office Phone - 75 q -. 1 XC7 Job Site/ Contact Number Fax # 1 1 /4"~ 074 State Certification/Registratio # .,(,C...- Q 4-$ c 1 6 Architect Name & Phone # — ► c Engineer's Name & Phone # ,Dow. [;`,c >cie o, 'J: Fee Simple Title Holder Name and Address pry 1. Bonding Company Name and Address Mortgage Lender Name and Address �,_:4, :,„ , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for aperiod of six 6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, F urnaces, 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. I hereby certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and o , ances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authori ii iolate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. 401 / Signature of Owner 401 S ignatur e of Contractor A ll1I _ / _ lo re.4.0-- i Print Name Print Name R' °. . I1 .`. .,.h,. S Sworn to and s seri e e re me Swor> -sub •ed before me -; this Day of , 20 thi / 'ay of At■'' AO 20 '" Notary Public Notary Public • 4_..1 ft ,•; MVCOMMISSIOiN #EE057349 ; y , •. : . o,W EXPIRES: May 21, 2015 `48t, ,F` Bonded Nu N°R S Oler2 i ' : 10 DO NOT WRITE BELOW - OFFICE USE ONLY pp icas e o.es: 017 ori a Bui •ing o•e w 11 • ' evasions Review Re ult (circle one): Approved --' Disapproved Approved w/ Conditions Review Initials /Date: q— !2 Development Size Habitable Space 76 Non- Habitable /, 26" Impervious area 9 9, c �o Miscellaneous Information Occupancy Group R's Type of Construction . f6 Number of Stories 2- Zoning District e 5 Z Max. Occupancy Load Fire Sprinklers Required Flood Zone )C Conditions/Comments: (, r h r'hoa / ox,b e 6 eclo s a/ bR ;ri TIC deo/ Lv- 10 © Y1 -Y b .Q e xc f r ri u K S riff 0 1 b eii?aorn oltlG.E . .�. " ' '1' CITY OF ATLANTIC BEAC H :1a PUBLIC UBLIC UTILITIES t'y 1200 Sandpiper Lane Jj! ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 247 -5874 NEW WATER/SEWER TAP REQUEST Date: / -2-- Project Address: 3 No. of Units: / Commercial Residential Multi - Family � � �,r IS e New Water Tap(s) & Meter(s) Meter Size(s) A , , �'1 flier' fd New Irrigation Meter Upgrade Existing Meter from to (size) `20oS2 bQ %!ly New Connection to City Sewer _V- - SeVika, et) One c/4n 'sit, demPlaiel Name: n e_, , ` , All Applicant Address: 1 City: State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water System Development Charge $ 1-40 Se Ce,no/ 1C. L Sewer System Development Charge $ Water Meter Only $ P �^ Water Meter Tap $ J ' Sewer Tap $ Cross Connection $ 120-1- Other $ TOTAL $ -.61-. (notes) E P APPROVED: aye.--.L. (Utility Director o A thorized Signature) // ? - ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Letter of Intent Authorized .-1gent flii aljk...cioent iN made this Oa\ of )" _ 2012 h-cmcen Joan- ( ;11 Martine/ and Mar:, Filen Wechter (hereinafter referred to as owner) and Re .1. Sktnature llomes & De.elopment_ inc. (hereinafter referred to as Contractor h‘ner :ire s to use contractor k c n,truct ion of their home located al ■;treet Atlantic Reach_ V1 .. pursuant to all perrnittinL... deshm completion_ and lira priciry. Owner authorizes contractor to act as t ru-pro*.eniati%c on said projk..ct for the purpose of appking for permits. variant:cc.. and eineering iwnet Contractor j, Juan-Carlos Martine/ R ilhains \tart Ellen \yeehter its as to ov% nets: Eness as to contractor,: P y � ' - �ooy b - p �0 0o J CT P' =. w N '7••-' rn I o ..-1=. w N ,— .. ,,,r a o. o, SID as CD ' 0 ,, ■vca a < k< e ' F 0 Cr VQ r d A Po io c�. p cra '-< .1 .d CL. '0 11D 2:1 CD 0 -t c Z C a a. � � CD = _ .. y Car o p, . i j ea 4 CA C CD 4 � › 4 g am 1— c t IRU F 3 a C) 0 E P , C 7 o _ • H H �°` 5 c . �. < 0 CD F P el Cr A S1— =1- d " Crq CL CD [s7 (.z ' c1 o •' ,� to O o N • P 0 . !... cr y . ( o o FC © CD CL el o .- • C. C n O ' { r i a - T un co n i o E CJ .i t 0 0 O i l �'��J g CD .°° ( 1 golf4 1 . .�_.- .-- •.�..�'�,`+ Viz ' O • " ,�� CD == 4i C O cr . - e) O\ to :P w N p , C ) 00 v. G1 v, : 4. w N .-. ,- p `O oo J CT F w N .-- b A t .) r A � ''�.h C r D h �' vii � 0 C a D "� % � y e r a Q.. - ; '.3 .E3 '�h '4 r3 ( E- o- 0- p try UQ C tg `° ` o ?r y CD AD N o '0, CD 4 p► C A fl -, •••. - rz .. 1 PO a 2— et d f e CA � � y 2 0 ° 0 3 A 0 C ° 1 , 1 A I A I 0 n I1. lira W N co co �1 O\ cn -. W N - J ■D1 LA w N •--, ft v Ci) o u i n 'I i li y4 O o a cii N cn 1, � et cA c, 0 I 0 0 C -� LA st: kJ n O . b O c m d A r. V r. O r. C • i C et c AD eD r O : n AD lt CD a o o �' o x' n v p O U Q � . n ¢' • [l7 CM N = 5. 5-' 0 0 4 z Z Q' `Y a p) d a cn CD O et v' U0 - p * d y Cr co co � a 5 , r 5 ' ( '�Q o et O < CA ''.• 0 ? �. Cr (� " ..= 6 V) co C "' C N AD 'T MI lo et G7 Q- c fDO ..4 LA O O Y (IQ n g Fr .1 Q N O O Vn �� (D p O Q 0 G C P .V CT1 r ,_,., c, ci. O et co n. . K 0 1 • o c� o Er' CD CI " a --Fr O O C m •- — ors., e 0 ' 0 c Itt et 0 t ^ 0 0 :k21...: UQ O y lit �. ` ��. O el O 111 CA �, ao o O et Q.. — o 0 0 Q. 2 v) . . 3 t FORM 1100A -08 RVAC CAP 4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Martinez Residence Builder Name: Phillips Construction Street: 353 7th Street Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (4514.4 soft.) Insulation Area a. Insulated Concrete Form, Exterior R =50.0 4101.40 ft 2. Single family or multiple family Single- family b. Frame - Wood, Adjacent R =19.0 413.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 4 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types (2237.0 soft.) Insulation Area 6. Conditioned floor area (ft 3760 a. Under Attic (Unvented) R =1.0 2237.00 ft b. N/A R= ft 7. Windows(912.7 soft.) Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.40 912.71 ft SHGC: SHGC =0.40 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 488.8 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 72.0 kBtu /hr SHGC: SEER: 13 d. U-Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 72.0 kBtu /hr e. U- Factor: N/A ft 2 HSPF: 7.7 SHGC: 14. Hot water systems 8. Floor Types (2045.0 soft.) Insulation Area a. Propane Cap: 3 gallons a. Slab -On -Grade Edge Insulation R =0.0 1695.00 ft2 EF: 0.75 b. Floor over Garage R =19.0 350.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None Total As -Built Modified Loads: 57.20 PASS Glass /Floor Area: 0.243 Total Baseline Loads: 79.60 I hereby certify that the plans and specifications covered by Review of the plans and `�. HE ST„ this calculation are in compliance with the Florida Energy specifications covered by this + +r Q Code. 4„QQ calculation indicates compliance f ' ' 4 ` 4 .4 with the Florida Energy Code. �,, „ 0 PREPARED BY M tt bIItS Before construction is completed - DATE: 7-k).10 `� this building will be inspected for 0 , ' i,3 d r, compliance with Section 553.908 * V c Florida Statutes. ,, I hereby certify that this bu�ll.'_-. as designed, is in compliance ' S- . ,, ' , ' with the Florida Energy . . w ', °b . W ' OWNER /AGENT ii � _ __ _ __ __ BUILDING OFFICIAL: t...o.�. ,, s DATE - -- /' _ L / - - -- DATE _ - - T _[q' _ -/2 FIDECO 1 „...:,..,.....,.,,,,..,r„.,,.....„,,,...Ak, 4V00, ., 7/6/2010 1:22 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 fa t S Pro ecummary Date: +++ wrightsoft � Summary Date: 715110 First Floor By: M. Ellis Energy Design Systems, Inc. � : Pro - ect Information For: Martinez Residence 353 7th St, Atlantic Beach, FL Notes: Front door faces South. DeSi • n Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28223 Btuh Structure 24640 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (53 cfm) 0 Btuh Central vent (53 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28223 Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Infiltration Equipment sensible load 24148 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1839 Btuh Ducts 0 Btuh Heating Cooling Central vent (53 cfm) 0 Btuh Area (ft') 1695 1695 Equipment latent load 1839 Btuh Volume (ft') 16950 16950 Air changes /hour 0.32 0.17 Equipment total load 25986 Btuh Equiv. AVF (cfm) 90 48 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm /Btuh Air flow factor 0.000 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -EH- wrightoit- Right -Suite Residential 6.0.119 RSR29784 2010 - Jul -06 13:20:02 ACCt E; \EDS\20091Residential Manual J \Phillips Const,Martinez Res, 353 7th St, Atlantic Bch.rrp Calc = Page 2 l Project Summa Job: 4 Wrightsoft� � � Date: 715/10 Second Floor By: M. Ellis Energy Design Systems, Inc. Pro "ect ,;information For: Martinez Residence 353 7th St, Atlantic Beach, FL Notes: Front door faces South. Desi • n information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21254 Btuh Structure 38227 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (65 cfm) 0 Btuh Central vent (65 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21254 Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Infiltration Equipment sensible load 37463 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1565 Btuh Ducts 0 Btuh Heating Cooling Central vent (65 cfm) 0 Btuh Area (ft') 2065 2065 Equipment latent load 1565 Btuh Volume (ft 18585 18585 Air changes /hour 0.25 0.13 Equipment total load 39028 Btuh Equiv. AVF (cfm) 76 41 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm /Btuh Air flow factor 0,000 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -41- wrightaft- Right -Suite Residential 6.0.119 RSR29784 2010 - Jul -06 13:20:02 ACCA E: \EDS12009 \Residential Manual J \Phillips Const,Martinez Res, 353 7th St, Atlantic Bch.rrp Calc = Page 1 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Martinez Residence Builder Name: Phillips Construction Street: 353 7th Street Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (4514.4 sqft.) Insulation Area 2. Single family or multiple family Single - family a. Insulated Concrete Form, Exterior R =50.0 4101.40 W b. Frame - Wood, Adjacent R =19.0 413.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 4 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types (2237.0 sqft.) Insulation Area 6. Conditioned floor area (ft 3760 a. Under Attic (Unvented) R =1.0 2237.00 ft b. N/A R= ft 7. Windows(912.7 sqft.) Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.40 912.71 ft SHGC: SHGC =0.40 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 488.8 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 72.0 kBtu /hr SHGC: SEER: 13 d. U-Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 72.0 kBtu /hr e. U- Factor: N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types (2045.0 sqft.) Insulation Area a. Propane Cap: 3 gallons a. Slab -On -Grade Edge Insulation R =0.0 1695.00 ft2 EF: 0.75 b. Floor over Garage R =19.0 350.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None Glass /Floor Area: 0.243 Total As Built Modified Loads: 57.20 PASS Total Baseline Loads: 79.60 I hereby certify that the plans and specifications covered by Review of the plans and �E aTA this calculation are in compliance with the Florida Energy specifications covered by this, „ 4; Code. �I� �„Q,Q,.J calculation indicates compliance ' / , ' with the Florida Energy Code. '+� `;, CyI, PREPARED BY M►G llis - -- - -_. Before construction is completed `' DATE: 7-b3•10 this building will be inspected for .1,• . compliance with Section 553.908 „ I . e . .* > / Florida Statutes C4. I hereby certify that this building, as igned, is in compliance with the Florida Energy - � ' , 4 WE 1 . bK>.,. , OWNER/AGENT: . - BUILDING OFFICIAL: 4 ) DATE: 1 I _ ._ )-_- DATE: - l_lq / . 3 - 7/6/2010 1:22 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 PROJECT Title: Martinez Residence Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 3760 Lot # Owner: Total Stories: 2 Block /SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Phillips Construction Rotate Angle: 0 Street: 353 7th Street Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single - family FL , New /Existing: New (From Plans) 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 75 70 1281 49 Medium FLOORS V # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulato 243.9 ft 0 1695 ft 0 0 1 2 Floor over Garage 350 ft 19 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 2237 ft 0 ft Medium 0.96 No 19 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2065 ft N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 2237 ft 0.11 Wood WALLS # Ornt Adjacent To Wall Type Cavity R -Value Area R -Value Sheathing Framing Solar Fraction Absor. 1 S Exterior Insulated Concrete Form 50 136 ft 0 0 0.75 2 E Exterior Insulated Concrete Form 50 645 ft 0 0.75 3 N Exterior Insulated Concrete Form 50 370 ft 0 0.75 4 W Exterior Insulated Concrete Form 50 875 ft 0 0 0.75 5 E Garage Frame - Wood 19 155 ft 0 0.01 6 S Garage Frame - Wood 19 233 ft 0 0.01 7 W Garage Frame - Wood 19 25 ft 0 0 0.01 1 7/6/2010 1:22 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6 WALLS / Cavity Sheathing Framing Solar �/ # Ornt Adjacent To Wall Type Cavity Area R -Value Fraction Absor. 8 S Exterior Insulated Concrete Form 50 331.1999 0 0.75 9 E Exterior Insulated Concrete Form 50 706.5 ft 0 0.75 10 N Exterior Insulated Concrete Form 50 331.1999 0 0.75 11 W Exterior Insulated Concrete Form 50 706.5 ft 0 0.75 DOORS / # Ornt Door Type Storms U -Value Area 1 S Wood None 0.460000 24 ft 2 S Wood None 0.460000 20.09999 3 W Wood None 0.460000 12 ft 4 W Wood None 0.460000 12 ft 5 W Wood None 0.460000 12 ft 6 N Wood None 0.460000 10 ft 7 N Wood None 0.460000 10 ft 8 S Wood None 0.460000 12 ft 9 S Wood None 0.460000 12 ft 10 W Wood None 0.460000 12 ft WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang V # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E Vinyl Low -E Double Yes 0.4 0.4 N 24 ft 2 ft 0 in 11 ft 0 in HERS 2006 None 2 E Vinyl Low -E Double Yes 0.4 0.4 N 12 ft 2 ft 0 in 11 ft 0 in HERS 2006 None 3 E Vinyl Low -E Double Yes 0.4 0.4 N 30 ft 2 ft 0 in 11 ft 0 in HERS 2006 None 4 E Vinyl Low -E Double Yes 0.4 0.4 N 12 ft 2 ft 0 in 11 ft 0 in HERS 2006 None 5 E Vinyl Low -E Double Yes 0.4 0.4 N 20 ft 2 ft 0 in 12.5 ft 0 i HERS 2006 None 6 N Vinyl Low -E Double Yes 0.4 0.4 N 72 ft 2 ft 0 in 12.5 ft 0 i HERS 2006 None 7 W Vinyl Low -E Double Yes 0.4 0.4 N 117 ft 10.7 ft 0 i 1 ft 0 in HERS 2006 None 8 W Vinyl Low -E Double Yes 0.4 0.4 N 36 ft 10.7 ft 0 i 1 ft 0 in HERS 2006 None 9 N Vinyl Low -E Double Yes 0.4 0.4 N 20 ft 45.5 ft 0 i 1 ft 0 in HERS 2006 None 10 W Vinyl Low -E Double Yes 0.4 0.4 N 18 ft 2 ft 0 in 12 ft 0 in HERS 2006 None 11 S Vinyl Low -E Double Yes 0.4 0.4 N 71.55000 9.2 ft 0 in 2 ft 0 in HERS 2006 None 12 S Vinyl Low -E Double Yes 0.4 0.4 N 24 ft 9.2 ft 0 in 2 ft 0 in HERS 2006 None 13 E Vinyl Low -E Double Yes 0.4 0.4 N 100.1700 2 ft 0 in 2 ft 0 in HERS 2006 None 14 E Vinyl Low -E Double Yes 0.4 0.4 N 10.80000 2 ft 0 in 2 ft 0 in HERS 2006 None 15 E Vinyl Low -E Double Yes 0.4 0.4 N 39.75 ft 2 ft 0 in 2 ft 0 in HERS 2006 None 16 E Vinyl Low -E Double Yes 0.4 0.4 N 16.20000 2 ft 0 in 2 ft 0 in HERS 2006 None 17 E Vinyl Low -E Double Yes 0.4 0.4 N 29.70000 2 ft 0 in 2 ft 0 in HERS 2006 None 18 N Vinyl Low -E Double Yes 0.4 0.4 N 85.86000 2 ft 0 in 2 ft 0 in HERS 2006 None 19 W Vinyl Low -E Double Yes 0.4 0.4 N 12 ft 10.4 ft 0 i 2 ft 0 in HERS 2006 None 7/6/2010 1:22 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WINDOWS Orientation shown is the entered, asBuilt orientation. / Overhang V # Ornt Frame Panes NFRC U Factor SHGC Storms Area Depth Separation Int Shade Screening 20 W Vinyl Low -E Double Yes 0.4 0.4 N 42.93000 10.4 ft 0 i 2 ft 0 in HERS 2006 None 21 W Vinyl Low -E Double Yes 0.4 0.4 N 100.1700 2 ft 0 in 2 ft 0 in HERS 2006 None 22 W Vinyl Low -E Double Yes 0.4 0.4 N 14.58000 2 ft 0 in 2 ft 0 in HERS 2006 None 23 W Vinyl Low -E Double Yes 0.4 0.4 N 4 ft 2 ft 0 in 8 ft 0 in HERS 2006 None INFILTRATION & VENTING / - - -- Forced Ventilation -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 3551 5.96 194.9 366.6 0 cfm 0 cfm 0 0 GARAGE V # Floor Area Ceding Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 560 ft 210 ft 55.4 ft 10 ft 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 13 30 kBtu /hr 900 cfm 0.75 sys#0 2 Central Unit None SEER: 13 42 kBtu /hr 1260 cfm 0.75 sys #0 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.7 30 kBtu /hr sys #0 2 Electric Heat Pump None HSPF: 7.7 42 kBtu /hr sys #0 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Propane 0.75 3 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V / - - -- Supply - - -- Return - - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 220.35 Interior 84.75 ft Default Leakage Interior (Default) (Default) % 2 Interior 6 268.45 Interior 103.25 Default Leakage Interior (Default) (Default) % 7/6/2010 1:22 PM EnergyGauge® USA - FlaRes2008 Page TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling p [i Feb p m p [ May p : Lu n n 1 ))(< Jul )X Aug X Sep )X Oct c )) Nov )) De ) Venting X Jan X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct X Nov X 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 7/6/2010 1:22 PM EnergyGauge® USA - FlaRes2008 Page FORM 1100A-08 Code Compliance �wQ*��&~U~�� - ---- -----' �=""~~~~"��=�~w Residential Whole Building Performance Method A - Details ADDRESS: 353 7th Street PERMIT #: Atlantic Beach, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. ___ Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and isoealed�.�mfoun��n��o � � top plate. �-'-----�--- Floors N1106.AB.1.2 Penetrations/openings > 1/8 sealed unfess backed bytruss or joint members. EXCEPTION: Frame floo where a continuous infiltration barrier � ^^ is installed that is sealed to the perimeter,penetrations Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and s e a m s . Recessed Lighting Fixtures ! N1106.AB12 Type IC rated with no penetrations, sealed; or Type C or non-IC rated, installed inside a sealed box with 1/2" clearance & 3' from / insulation; or Type IC with < 2.0 cfm from conditioned space, w / te§te1' _____�_ - __ ----- M N |Air 1barrier Pn perimeter of floor cavity between floors. ^� Additional Infiltration roqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COK8PQNENTS SECTION REQUIREMENTS --------- '--�--- ( CHECK Water Heaters ' N1112.AB.3 Comply with efficiency requirements in Tab|oN1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must ba provided. External required. | ^/ ---�--�------'--- --- ------ Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (excep solar heated). 1 Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP »f 4.0. __ - _ - _'_ - ___ - __ Shower heads | N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gaHons per !ginute at8DFSU{. Air Distribution Systems i N1110.AB AUducts, fittings, mechanical equipmentand plenum chambers shall be mechanically attached, oea|od, insulated and installed in / ! accordance with the crite.ria of Section N1110.AB. 1 � Ducts hl unconditioned attics: R-6 min. insulation. __'_--___�__--__' HVAC Controls N11O7�A82 Separate readily � '------------- ----� - __--___ - ' each system. �______�_ Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-frame R'11 or CBS R-3 both N1102.811 | sides. Common ceiling & floors R-1 1. / ~ 7/6/2010 / EnergvGougo0 USA -RaRao28Oa Page 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1 ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the EnergyPerformance Index, the more efficient the home. ■ 353 7th Street, Atlantic Beach, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Insulated Concrete Form, Exterior R =50.0 4101.40 ft b. Frame - Wood, Adjacent R =19.0 413.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 3760 a. Under Attic (Unvented) R =1.0 2237.00 ft b. N/A R= ft 7. Windows"" Description Area c. N/A R= ft2 a. U- Factor: Dbl, U =0.40 912.71 ft SHGC: SHGC =0.40 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 488.8 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 72.0 kBtu /hr SHGC: SEER: 13 d. U- Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap 72.0 kBtu /hr ft2 e. U- Factor: N/A HSPF: 7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Propane a. Slab -On -Grade Edge Insulation R =0.0 1695.00 ft p Cap: 3 gallons EF: 0.75 b. Floor over Garage R =19.0 350.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building' �sr, Construction through the above energy .wing features which will be installed (or exceeded) 4�,.�,,�+� Fr ��,�� in this home before final inspection. 0 : rwise, a new EPL Display Card will be completed ; �, �, ';�,, based on installed Code compliant fe es. „ ,,,' _,� '` � tt t a � .. Builder Signature: � � � � � ' s. : Address of New Horn:. "S L S : Ci t y /FL ip: * ',t, -' � s • %,.. o b W i.'� '' 00 *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Pro Summary D e many Jab: -� Wrlghtsc�f�. � • � ate: 7/5/10 First Floor By: M. Ellis Energy Design Systems, Inc. . toe hinforta ion For: Martinez Residence 353 7th St, Atlantic Beach, FL Notes: Front door faces South. :«, ' b_ =Si,» n In o�rma ion .. '` Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 Moisture difference 56 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28223 Btuh Structure 24640 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (53 cfm) 0 Btuh Central vent (53 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28223 Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Infiltration Equipment sensible load 24148 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1839 Btuh Ducts 0 Btuh Heating Cooling Central vent (53 cfm) 0 Btuh Area (ft 1695 1695 Equipment latent Toad 1839 Btuh Volume (ft') 16950 16950 Air changes /hour 0.32 0.17 Equipment total load 25986 Btuh Equiv. A \/F (cfm) 90 48 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm /Btuh Air flow factor 0.000 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �.^` ++1- wriglhotafft- Right -Suite Residential 6.0.119 RSR29784 2010 - Jul -06 13:20:02 'Ica\ E: \EDS \2009 \Residential Manual J \Phillips Const,MartInez Res, 353 7th St, Atlantic Bch.rrp Cale = Page 2 +1+ wrightsoft Project Summary Job: Byte: M. Second Floor Ellis By: M. Ellis Energy Design Systems, inc. t . ... Pro enor�na #ion • For: Martinez Residence 353 7th St, Atlantic Beach, FL Notes: Front door faces South. n n Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 Moisture difference 56 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21254 Btuh Structure 38227 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (65 cfm) 0 Btuh Central vent (65 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping Equipment load 21254 0 Btuh Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Infiltration Equipment sensible bad 37463 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1565 Btuh Ducts 0 Btuh Heating Cooling Central vent 65 cfm) 0 Btuh Area (ft 2065 2065 Equipment latent load 1565 Btuh Volume (ft') 18585 18585 Air changes /hour 0.25 0.13 Equipment total load 39028 Btuh Equiv. AVF (cfm) 76 41 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm /Btuh Air flow factor 0.000 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r» �'11 fr WF'i t tc,f Right -Suite Residential 6.0.119 RSR29784 2010 - Jul -06 13:20;02 A4CCA E: \EDS \2009 \Residential Manual J \Phillips Const,Martinez Res, 353 7th St, Atlantic Bch.rrp Cale = Page 1 , 0 as tt c � rob . Philips Builders Job #: J -10 -0286 File #: ** 111r SI Designer: Joseph Parker Manning Building Supplies JUbc Jacksonville, Florida 32256 jaxtruss @mbs- corp.com Date: 7/23/2010 Phone: (904) 268 -8225 * Fax: (904) 260 -2981 L. Del. Date: 353 7th Street — — Atlantic Bch. FL Cover Sheet 1 1 Truss Level 1 Aproucl Partner of Wood F loo r Alpine En{ineerecl Preclude. Inc. Qty Span Description Pitch OHL TC Size Truss 0/A Height TC /BC OHR BC Size 4 00 -00 -00 F1 0 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00- 00 -00' F2 0 / 0 00 -00 -00 0 00 -00-00 00 -00 -00 0 1 00-00-00 F3 0 / 0 00 -00 -00 0 00 00 -00 00 -00 -00 0 3 00 -00-00 F4 0 / 0 00 -00-00 0 00-00-00 00 -00 -00 0 1 00 -00 -00 F5 0 / 0 00 -00 -00 0 00 00 -00 00 -00 -00 0 1 00 -00 -00 F6 0 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 5 00 -00 -00 F7 0 / 0 00 -00 -00 0 00 -00 -00 RA T 00 -00 -00 0 _ _ __ _ _ ____ rM irwei 1 ► ► s �,� 14 00 -00 -00 F8 ' ` 0 / 0 00 -00 -00 0 00 -00 -00 rr 00 -00 -00 0 , 5 00 -00 -00 F9 ' L� o / o 00-00-00 0 r ■®,:�►: w. - ® ®® 00-00-00 00 -00 -00 0 4 00 -00 -00 F10 0 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00 -00 -00 F11 0 / 0 00 -00 -00 0 _ 7 00 -00 -00 00 -00 -00 0 , 3 00 =00 00 F12 0 / 0 00 -00 -00 0 00 -00-00 00 -00 -00 0 Z XII=IM 2 00 -00 -00 F13 0 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 i - I w SIMPSON Han • er t _ Poscrilation CIIT OF ATLANTIC BEACH gLIANCE SEE PERMITS FOR ADDITIONAL ;' REQUIREMENTS AND CONDITIONS. p eBASE by Alpine Eng veered o Inc. Page 1 of 2 REVIEWED BY: DATE: , , •. .. ......MLMMU.....4 ,. ...,,A: 0 Qty Span Description Pitch OHL TC Size Truss 0/A Height TC /BC OHR BC Size Trusses: 108 Hangers: 110 Jacks: 88 Beams: 0 Piggy Backs; 0 I- Joist: 0 Total Trusses in Package: 196 Rim Board: 0 HomeBASE by Alpine Engineered Products, Inc. Page 2 of ITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 it Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document 1D:1 U3P 1 S 1- 20822 1 45 8 34 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J- 10-0286 - -Philips Builders 353 7th Street Atlantic Bch., FL Truss Count: 13 Model Code: Florida Building Code 2007 and 2009 Supplement:- Truss Criteria: FBC2007Res/TPI-2002(STD) Software: Alpine Software,Version 9.05. =.° m StructuralEngineerofRecord: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC -� Minimum Design Loads: Roof - N/A ` A iii Floor - 55.0 PSF @ 1.00 Duration - Wind - No Wind Notes: Seal ),)tile: 07/2 1. Determination as to the suitability, of these truss components for the structure is the responsibility of the building designer /engineer of -Truss D a gine1'--- record, as defined in ANSI /TPI 1 James' F. Collins Jr. Florida License Number: 52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines ci ty, 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 FOR /building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: STRBRIBR # Ref Description Drawing Date 1 65039 --F1 10203074 07/22/10 2 65040 - -F2 10203075 07/22/10 3 '65041 - -F3 10203076 07/22/10 4 65042` --F4 10203077 07/22/10 5 65043- -F5 10203078 07/22/10 6 65044 --F6= 10203079 07/22/10 7 65045- -F7 10203080 07/22/10 8 65046 --F8 10203081 07/22/10 9 65047 --F9 10203082 07/22/10 10 65048 - -F10 10203083 07/22/10 11 65049 --F11 10203084 07/22/10 12 65050 - -F12 10203085 07/22/10 13 65051- -F13 10203087 07/22/10 11111111111111111111111111111111111 O OD r CO O ° O £ �'" a- O M N N L i Ll') \ N O \ LID N 0 7 D N •-1 - N J s=0 L() L1) I \ _ 0 4-1 n p N N. )n - •-1 0) •-+ r•--1 O K N co • a _c �a II Lc' > 0 0_ = C. .t. WY •-1 0 .--I O 1Y U CD £ ,-- = Z 0 0 > L1.J W 3 W C V L.� I 3 O' O w L — • r ; , v O � LO CO 0 ID III = _ W Q = W CL' CC = N D D = (n Li J _ T % A = CV CV z '° V) z o� ,-.1 .--- r) X -. 0 • L O CW W 1 0) J 11 £ • - M `I III e V) V) U) V) Lt) • w- . = CT 4- . M C Ln d 0_ C_ CI- C L X I '� a M rr -� \ O O O O O a O O • • p r pi C) V \ O O LI) O LC) +.> C N M r1 N _ 3.= ""'gypCr) CO - III V 0 O O r . \ • • , O C ra CH - II M M • U C7 N ••-K O CR O N x ><0„) \ p Q Z ., H 4-- L ,- V) •--1 ,--+ LP • s) 4 F - J J J J J W '--. _ 77 - J 0 J L) V v 1n .-� _ J F- CC Q O N W F- F CO CO 0 0 0) £ • ,,r, O O O ( - ✓ a d M SI CC £ o CV � M r Ln ., 1 . C) n - X •-•-, n ono Oo • x III CO 3 0 Ilk # v C M .. 1 a w Z G i • ro E- C0 M CD :i N Q SA i • L an o 0-, ra z .--1 III . . .�I ,,,_1 N fy1 of C sn n.-' LP - _ III N O' 3. ▪ C o rn - o c,r x LC) N W �t _,. o 4 `° CDa LS) ..1 X x A z".. J "' 1c Q pfd • ... 0 C r0 L <n M LC) N : ) c F - •, = L 0 III , m . Z c � .l • o. C r0 + • 4 0 V E C V n = E rn C X ■ �. :.fit. ,- o , III •• . `. 5 - C -, - 0 p it N. ° '' lino 1 1 nut L.) � Ommmm III III +' _ V ;:C .+ L � S M L CJ V n N V L� •. O _ _ 1.0 >( 0) CJ 0 X X \ n X•O .- L - _ N 4-- W 4 - n L a n co III ° - «n o ro 3 it x III N F- 2 - _ - _ M _ _ v ^ - _ - _ _ - III ° O =- _ _ _ _ _ - / N .,r i I CO •- L O = • - - _ - ' I 111 0.) ` N O o - = ▪ _ 3 .� , / . M M ° \� III _ _ - _ = - --I o "' , III _ M N = C __ cm U - V . V = LSD J - _ _ ___ - -. III = C‘.1 < - - CO -- X '�� 11/ N - -- _ = _ - ` - E L 6 ) • - M ` N III U _ _ 7: V w . O to 0 di , 1 L y - - - n 0) - 0V N C. C _ _ ,r.1 _ __ v • 0) p 0V III "' 00 _ _ _ _ _ N C 4- 0 L .- 4- 0 X 4- 4- 0) _ _ _ _ i_ U O _ _ - __ -- 11 +) E T r L -. = O �u CO 111 C C C 0 _ _ _ _ _ _ _ 0 ra N o L U .CL O C 1001 r- - _ _ _ L > CL/ Z U +) +) n ` n O . . X >0 v1 >0 Z y 0 C) C 0 0 --. C) 4- 4- CO r - . - a)N L >0 III '- .•- N = CJ > = L 0 - C C C m • stn N co z - 3 L W III O 00)0 <0 N p J - L L CJ a .. G X 0 a Q) O "D `I M (") - .-y = __02_ rr xx J C C O L > d' . . . N C) _ _ NM o 4 ro L •�a)O C 0 • - III - vr Xm 0 V) C) U nL N N > a = _ _ G. N LO V 0 N r6 _ _ _ N > to W L r- Cl.) N ro 0 n C) I Q O O O rn .. V) • 0 r- v) 0 _ .,- V) .. C O 0 L rp L I N - ti . . . III 0 C) O C) = 4 - . - E S CO Z C] Z •• C LC) .- = nI X = C 0 L O.. J O -- e-- C) 0 t0 T ^ AI - U C O O O C) N ? T 1 C • '0) J ro L v1 C _C I- III o> E E E E O U 00 0 .. U 0 _' L •'- // H gyp. L YF n V V V C ,N r - d Q. 0) J CJ •:r- r 0 H- ..) 0 1 X (O Y 1 p r- to N to ,.— C +) +) C ro 0 N VSfi ' 0) 0) CT t - . iC L W = U C) CO E 0 O l0 C S n. N N N 0 O C) U C) 0 a- = E - X X X V C E - . - . - 0 f +-) N b c Q V F - C •, E N 1--� L 0 r .;`% 0 4- L 0 = N N N C L O 0) C N 0 • C 0 N 'O to W C) U 0 0 0 n d. N 0 0 0 > Off. ..-- E C 4- n } 0 t - 4- 0 0 I--- row v :� O� ,-' 0) 3 3 3 CO i._ ' m 0 V V C) = .- to to - > 0 .-- N (- d.- X � 0 = V J tl '"7 0 0 so '7:: L CJ L .0 CJ L_0 d •-• • m •-' a O F- F- CO n 4- 0 O o O CO £ '� 4U O ,-1 Mo N N u. L - N ^ I l0 N 0 '7 , --I ,---1 _ N J to LC) D .-1 ■-i n 0 N ^ ~ ---- .--I . O_ .� .-1 O d' CV CO LC) C o 0- - = +-0 © '-1 ' ' c r x Z 0 p - W Z 0. A 0 O LL- 1 3 CI O W S.- 4- W III = v) w Q CC v L Cr) L CC ra T cC O O = n L.t- ' n .a x l', x '\ z M N - O 0 - 11 L.) L.L. L._ L.4._ III 4- rT •I M ° V 0_ 0_ 0_ 0_ 0_ 0 = III M • 1 'AI M 0' O O O O O 00 O O N . c O = of • o. v cc x 11 P-1 O O L1l O In N 77 . 3 . '0 O CO I , I X O� \ d .-+ LP -- m a c} 3� 0 0 X III CO N CO �.1 M M • U 0 • CD 0 = r0 0 0 X >< ^ , D Q z t o V) N 0_ N CO _J _J _J J J a_ U 0 0 J D 0 _J U ,-- so - o .-- 4- <? _ J 1-- 0 Q 0 N = Ln L._ C..) CJ U U 0 = d Z ro Cl..) 0 0 .0 - 0 N .--� =I Lf) .0 v o 3 Ilr� X 3 CC LCD Y p � it = op cu E �a 0> N o c c o x III 0 O • :I X O N J v O p > M •. "i , L.,. R E III �I N N 6 o c v li ∎ rm.. gl:W III W S • c o I nd o o X N -� E . IA ro N ro III o= n l • . 2 N � 4• fl E C N c IV � 0 . x I1 LL ��, v III ... � a o o . c) s_ . $ 5.._ O U a U , � X -,r 1$ O 0) 7 .1' _ _ _ N 4- a 4_ 0 CO III n _ - - s �a a -- -J o� O H 3 Is X 111 N - _ - _ _ 111 ° Y) No .: _ _ - _ d' I CO s_ O O _ - - - '- III N O N' : - _ __ _ M N L_ 111 - LL M IS M N N = - � ' III "' ^� - -� x - - r °�-- - a =_ _ _ - ' N - _ _ L V F - _ ^ U LL_ - _ __ _ an ~ • 0 O CV CV- N N = -- • =Z� M , III _ = M = - _ N - >< ' �I ,ii III >< _ cc E s_ `n M \II N . - cc c� a - o L, o % ,-L - -, sr) .n N.- �� X - oo�m - 0 a./ . ° o L ro III / O _ - .4) o o _ - < N . - O� N_ s_ CO II: :I- - s_ 1 '. E 0l - O O r 0 C M N - _ _ - • • }, 4- E c v, O O III 0 E. VD U m ra E -KO�O� c U - _ 2.- __ _ zz - ro 0 O •_ 4 Q d_ O C /ii LL 4- ,. LP U .-- \a 0 NN = CL_ 0 • s_ U L/1 S._ CV III = _ - M DOO c 'p Z +-, 4- Ii L ** LP d f1 O - l0 Q ./) +_, O X , F_ •) V) V1 a) Cr _ _ _ L` n s �� 0 M � III 0 � = a N N -- • O 0 044 L 0 a) _ _ X X O O CO a a) O _ a ,sc V d' d. -�.- N •• 0 0 4 // X 2 J 0 0 0 > .-r > z _ M B O O O . 0, 0 O III I-- 07 00.= viz C., U as_ > a LL - o -- tt N 0 0 M 4) ` - '00 0 0 .n 4- L- X 'al O 3* x 0 V - O C C 07 ,-. ,- 0 a a) X N 0 • co 4 -0 0. re N L= III 0 L') I s C 0 '�. +' .-) 0 O 0 L CO ooz v .. �¢ > 4- T X Ms 4- 4- • • v ro O V) Mt Ln N I v1 .-1 .-4 N LL 0- .- U _J s- 4./) s_ .n c L 77 O U x n = om-= • aao .. .� s_.� v' = III %,I V V nN CC C_n. 0 0 0 U .� U 04-. C ti X - X O d i V) Ln V1 0 O L,_ 0 c ro O C o o_ N N N ■n L -- 0 .-' N • s_-V X X X - 0 a) to - 7o O ro O C O d am ro _n ,---, I- • 4 - E U � ,0 0 E E E m 4- o rn N 0 s_ co -0 O N O O O • w O cc V 0., U C> N - - O C • • C � Lt. L L. J s_ L o m CO CO CO i s . Q) C 1 H 0_ • • <`o O o O aJ - ALL L._ CO OJ 0 _ = _c L 3 r0 N 4- aJ V 4-4 O -,- ti ~ m O 0 U , 4- D r- 0 0 V r- N +> > ✓J { - 1 a. 0 H m X U O __I s =D O O a _J ra c _= at s_ _c 0_ H m V) , CL = 4 -.. H Ln CL 4- VD - CO o 0 0 E a-= O .-1 Mo N U._ L C) N CV 1 CO N O `7 l0 • N `--, _J L.4) LC/ LC) ' 0 .-1 ■-1 n N 1- L,, '- `-1 d • '-1 O cc (Ni CO • c., x O II to 4 O n " = £ 4-- N = Z • in 0 r"' W W Z M Li o • 0 v c, U_ 1 3 1 CD O w 0 L 4) N V) W Q CC U LJ CC d' O y ro CC O O = CO Li •7 > co l6 U O C N 4) = 4._ 11 LL L L. L I_ E ,� N V) N V) L/) o E m er 0_ d C. 0_ o O 0 v� .a U V Cr • v ' � _ CC O O O O O ° O • < • L 4 Q+ 0 L O O LS') O LC) o -- C •O -c, 4J O - - - � V r LP 3 -0 0 L _o = . - � A CT +, .- O M X I X o ', 0 ro r +-1 O N X X N M • U C`3 E, O N r- U rp L C) LP Ln 0 - Z L . - L r0 C ti N 0 C V N J J J J _J Li U 0 O 4J r1 •-1 ,--1 = J O 0 J U a. C O N - 0 x u U U U U O = d ro al O O .>` - I- 1- m m I- O V) 3 cv •n 4 = \ = 3 x ,1 CC D _ 0 '-) 3 0 LP 4 - cl ro E 3 4J d' M .. i .,. i L 0 •O C 0 - 0 .L. X U C ro _ C C a r, I II 3 �, i •n o -- !1 CO Cr) N = > U = X LC) O v, = 0 V1 U - M W ° P • • � o � . .-a CO o r - 0 o L.) �,. III 0 '- C • p. • G' •o cO 0 0 N MI LC) I\ Q � yy W fi t • Q - 0 ..o \ r = = X . T F n 0 - ,-- , L J III °' M ° �+r � la p 0 L I.0 1 11 Ec C c o \� '. cC - ., 0. ) Z u) 4.: y � m o a X CU = 0 -4-6- f • O C .O v. o %I 1 11 1 ` � `(_ 0 0 d T r O •- O w ..- -� V Lf) �MIIa11N m S_ CO III 0 4) U 0. U n �, - ^ ` _ - - - _ - o - o v v x O 1 __ _ _ _-- •- L V) VJ - - _ _ CI.. 4- =N III - _ N (n D r0 F- I- �� r---,‹ - F - ' _ - ' III ° O - _ _ N - CO 0_ O _ _ _ _ _ CO III II N , _ = _ N z x X -- E. `O III 0- ° ff M III _ cz , CO - ----' CO _1 .1 III cc _ -- o II `0 ° � _ Y LP • 3 W N - U u 1-OOl M CJ ' •---1 l0 N m U_ _ 1 - .7— _ _ - U v0 l0 CJ CV _ _ -_ _ -- m N N L.L _ _ - _ - • •OO�NOJ III "' CO = L ■ M ° mill L4-) _ _ _ - _ - r • X 111 X _ _ 0 •n • CO `'I 4 N U = _ ro 4J 0 / .< n - o •n o - - - 0. Q 0 .0 v) a> x 4 _ - _ - 4"^ 00L•a III - _ <_ L ��CV O O .--1 • O O CO N - - - _� III _ -K OC1l O -' '--' 0 U _ _ _ _ _ .. _ Q a p = rI X = _ - - I II r _ _ • N V) L ._ _ M D 'J Z y 0 d . I k LP Q , n = -0 O X � ` .-I C ,- 4 _ r) x L �� 0 M III ° < - 4_ L L 4J F - _ o-. ^ a a� o -o ` 00 C L 0 p _ __ _ CV • 'NO III _ 4- • X v)Z 4J U 0.L ^ / rp ? _ _ - - - - _ _ L V' r '- -' ro 0 0 - z 4- * - _4- _ < _ __ N 4J` -'00 00 -Dw L X ` 3 - 0 N 4) C (.0 N N N N • 4< 0 0- 4) 1 4, 4< Z r, ,-I r, r, 4-C 111 ") C Qr-i L f0 L • O C-) 4) 0 4 / I M 4 CD ZOZ cod CO v) ro y / X N vi N r--, N L (n L V) _ 4 III = LC) CV CV r-i x M W a te== =o•n _ r = - aca v o�.,� C x v c� i M `sto V) V) O = M E 4-1 N O L i. L d N N N < • C- 1-) �. ' ` X X X N ••- d' O n N C vv�r • 4- ' E V C 4 ;; O • v) N C 0 0 • CV • 'C 'O 0 O 0 0 CO U V 0 O G C :.. 0 0 0. O m m 07 4'] d 0 0 0 4) �= L C ‘0 C y a ,,,,‘ O U U ,- N =. v) F '7 O O C _C 4) L _C J .� F- 00 .-r I (n 0_1- N CO 5 . �f 0 O 0 5 4, 0 .- m o (V I.)._ LC) \ N 0 (.0 N 0 '7 ' N r' _J In La (.4) O r-1 Z N ^ L.r � .-1 2 L � -�{ .--I O N 0 N d 0. W V- .-+ = Z LO . V; 0 25 w w Z = Li n c N V Li f 3 C7 0 w O L = N V N w 10 U W CC CC 4- T rY 0. 0. = N w J O C E L.L. u_ w w w a) m L. c = a) N N N N (1) = E 0 - 's ' 0_ 0 d a d O c E ' e V •,- to n v w V • 3 O O O O O 00 L L °' -0 QS 03 • 0 III = 0 0 Ln o Lc-) ' v • 3� 0 i X III m N C O - O c ro E L O( CO x ■�� or CO N CO • U C7 C 0 , — V Lc! X p Q Z "' s_ L 0 r0 ' . — _D W Qa V 2 M J J J J J w ■V 4) 0 0 r-1 J O 0 J V a rD "0 L 4- W .. 00 J I - CC Q 0 O N -=... w U U U V 0 0. a = R C) O = O L _ — �� •,-/ 3 0, 4-) — — I— an m 4— O N c Vs 3 i x L n M D O 4) O J N . i I ro C 11) X ro E M • 3 0 M >- *' z L O 0 w 0 O X III 3 C7 �R', i V �: III Al X 0 O 6.' ' , CA s 0, rn o X ;or ICI N- mi W a 1 J O N 'O O Q) �\ yy CL 4J ro J LC) ' - = a_, W III c .,: X a V) , E .0 III yy q , = .. --) = +-, O /I p moutn-- O ro W O N � / X LP �° III O - 0 C) O r� C) w X Cr) - _ - - - _ - L V - - _ - _ 4 4 0. x 4 \ � III -- _ 0 O d. no V' L _ - N 0 r6 = O H %I X L 0 -- - - - o - 0 N - - Cr 7) O = __ CO X 1 'I I N O _ - _ _ - - - _ 01 III M ° �_ --- - _ dr �1 M L e -_ x X _ < - 7- .. O CO M 111 4) 0_ Op - - _ -_ v, II > c.) ICI s 0 N O N N - - __ _ 4 1 III O ,r o � � _ ■ a = H. X � _ �� X II v o o) 0 - - - - _ o c n 3 • L 0 I _- _ cs CO — O O, M LS, c ,---; N CO __ _ z _ CC . 3 . . . N N w - - 7 5 _ 7 7 LSD ..00�NO� 111 = N _ _ :f -- - J o c w a-1 ,--.1 N 'T M .I. X CO _ • ><C') Oil 1 III N L _ = 7__ • .-, O Q N4 v)+ A >< C ' -_ _ _ _ 7_ - _ Q L a) o 0 0 0 III L.0 i o - -_ -- N = -_ L. .-. W u", 0 0 0n • +-, x ; ro 4 s_ N - L 3 o, O O r 4 - C M ` Q) - O - C7 0 O O III 4- L7 __ _ _ _ . -2' CD CV �• C 0 _ _ - CS Q ,� 2 0 0 / r� •1- c c c _ _ _ _ _ 0 a) CO 0 CO - - a �� - III , z = a o z W 0 _ Lc) N � 0 � Q N C a X . r0 rp r6 3 _ - - _ % _ _ _ 0 Q, <) C C C 7Z r _ _ _ M r _ • CO - i •�o III ° - - 2 - X L Q) L L 0 _ _ C/1 Q 2 Q 2 0 0. �I x o, r • • • _ �c (n L V L > / x - _ _ _ _ 0 co = L> M M M _ 0 - _ _ N a.± 0 O • _ - - a Y - • Nz 4 U o_ s_ III x X x X _ .4� 5) X r" N _ a - 4 - 7 _ 4_ = 4) `-'O co O co _o 4-- L X N LO LO v 3 . 73 N 4) 0 C CD N N N N 0 CD-CU N sn ro z .-, ar -, V .a 111 < , . N i • 0 4- J-, d,~ L r6 L Q O O O ,, = • d ca L) V 4�or 0_7- I = q m zOZ 4) .- -0C > 4-r- T X .-- C r0 2 N N CO C C C L Q) R N NO N Vs 3- V) 5_ N C0 III — 0 0 0 0 4) 01 n a=ct O O O v, — O E E E .a 7 y � c O . 0 .,.± L _L r--- � �_ V v vi E E E E ro .- 2 2 2 0 0 C 0 1— 0 O C x X E 0 0 0 C ..7 O r CnNN •. - 4.. , 0 ro L N 4- L CO E N 8 CV LD C N N N V •,- W V, • L W (l1 - O - 0 40 04 q "4' 0 X x X r6.- ,./, r- d' r 0 E '.: - 0 0, O N i O Vv� oa 0 C2• rp L 0 4- O N C L .7 N N L S._ _0 C) N Om mCC)O= O 4- Lp ...-> v' LO N O d a ' - L 3 • L N U 4- ' O .-y r __ d - . = 0 V V r v, 4- > v, = 3 3 3 H CO c da Q •r V O ,- J r '0 0 0 N 0..• 0 _0 C) 5 - 1 0_ •-.. F-- CO LC, 0_1- Z i •--. 4-- 0_1- M 0. E . d O c O a O . O N W Lr) -. N d- \ L0 N o ' 40 N J l0 LC) \ O L I ✓ N r \ , .--4 0_ Y . O • (X N M O - O II LC) O 0_ = •- , v Y s z • N O r0 W W Z M LL _ • c cV U L'- I- 3 O O W p L _ > .-- N W Q (0 U W 0_ K _ • +> >, O O = N U_ '7 ro O • C - E W W W W W N ff N N N N N 0. E 0 0_ 0_ 0_ 0_ 0_ • O c ' •,) • O O O O O O n CD a - o, • 0 = on \ O O Ln o v 3 0 111 = d LO 4 N ro �r A M \ a , 3- C O X "I III N 3 \ -0 c ro o I M �.1 M M U U' O Cl.) V X X CV \ p Q Z N a-) 0- M N J J J J J W \ J J U c o c� ES W V U U U O = 0. E n3 N O O .+� 3 v +-, III F- F- m m F- O N E 3 T ,r III j1.1 c..-> _ .-i re E - 0 3 = • L O an O CO F- L �c I II v 3 0 �� 1( i •1 M X L N = a) X in c0 •• - III = N •.. �b a o o v \ /\ _ N ....• o rod d' �1 - •W N # H �1 . _ M . W • • 0: a., ro \ 0 0 L J III X N d x E c v) c M \ E---.0a CO •� ro X c d� � ..� d N M LO � Ln � V) CO E III d' r-•1 '-?? •• f a C ro O v, W / M Ln E III N o L E al 0 0 v M 1 10031 - _ - f. - _ • L `n _ - _ - OS 4-- CI_ III _ _ _ O d CS. N L :1 CO ' � . _ ' 0 - - _ - to = ro D F-- _ - III / co Q �° _ `°) III 1� III Ln \_____ v >< M c o N N O - __ `_ III 3 I o >< co Y 1$, f O N � - - _ _ - \ - - - _ r_,__ L- _- - E E �- 111 � °v = _ 7 0 r- - - _ • O O 0 M LO c .--I >< / N m L,_ - U v OQJ -40 Ln V I M _ -____ - -__ - • C0 • 000 ��OJ N 111 �� 3 II \ �- _ - O 0 V N ( - - .. - _ .. __ - V M ip Ii e III N / `° L _7_ - _ _ cc s_ c O L of N - - - a) O 0 CJ 111 '- ro L - _ L.:- E - .7 H. 0 O aJ L n3 3 k- H U' O) - - _ - < r �� N� a� L C0><-) 1` J co L- 1.40 (0 CO - +> N _ _ - , O,"N 0 0 CO r' •� 0 c c J c c c a) - = _ _ y O O III J �o V;. •.- 0' O Cn O O N .-• 0 U a _ - •- Q •--I G O 0 1 M .n .n z .3 CD LO `0.0 4) X l0 .— .. • N N .n .c M -- . - N - - -�.4� CV 111 ro ro (0 :, V) L ,C3 C c C _ _ r') z 4- O M i / LC) 0 - c Lir - .- _ - 0 L ..- s ' - L L L a III M M L V L AI ` >< dl c c c .- = =' _ _ _ O z 0 0 O L> M N-- N Lr, i- z Y _ d v- -- !: _,4 a O III °, `° N _ � __ N �O 0 0 0 0 _. 4 L N z .C.5 NCV NCVti r- 0 0.co d- O o 0 v, a ? r-. L ro L III 1 = = c = L ' s„) aw S o • • 1 M F--,; o 0 0 C m zzz and N N 4- 03 J X CO - E E E E v L. O O o O aJ a _ Opv III A u V VV= „�co :-. ' 0 - 1_ � d' d- L -O -o -O co M r- = C N p cnNN c Oc roO X X ' 10 O 400 1 Lek 0 L co E • CO N V3 - X x x •,` o r0 -- v v a • 4-- E O N o V :i:i CO is.0 4- p v) N C L O `_= 0 0 0) N 0 C) U U V U U V) 0 c c� L L _0 O 0. 0. 0. J n>- T C C � O 0 0 0 O= L 0 0 C 0 . _0 _c 3 0 V .Y 0 0•r - 2 3 3 3 V' ' 0414.) r 0- m 1 -) > u ' L/7 I-- ' 0 0 0 .0 as L .0 0- I- m - F- V) 0E-- 0_ o 0 `s O ,-I Mo N W LC) \ (,,, O I \ LSD N o ' CO ,-- N ^" J L•O LC) Ll) , \ 0 ,- I n N n ,r' \ .-4 2 N p ••1 co •-. K N M L II Lc) N o a � , = 7 ra w ti N c U 0 N 0 n Z W W Z T J n c N v W 1 3 0 0 w O W N W Q CC U W CC K W 4-4 T O O S (n W '7 ro co O n 73 r z C v LI- Li L-1.. L.- Li o E Q + d. a d CL >a o 0 N N O O O O O O • s L L Q • = '.M: LP \ 0 0 W O In 'St 111 _ _ d Lt> N -' ° o x .-- III 1 c ,c, O ' co X ��.1 co co • U 0 L ro S � N N a M C:: J J ---:) -1F--.. Li U O O c --:---J1 J O U 3 'a ra - 0 N V d' Q c O N = U U V O Z d a v ,- III F- I- m m 1- o v) x C7, v, 3 to III �` X z .--I O N -I M 1 100 M Ln I-- ,_ 0 a.- c ti E.r 3 III _ L O ro C O 4. a v c ro 1 M 3 Q ` i vl .1 1 J It .1i, E.- ,- r III 41„.... • .I r p v, O cu - i N GI M CI, , .v r- x 1 - a W 'i.,1� c CD a-? M r- . II � . O i•-• O K N ro ro V Z J N 111 M _ ' 1.-..• Z �. N CC E c Ln c M III [11* OO N I-0 '. � N ; � y m M x ' �Q� ' = cn a E M •1 _ 3 CD CO III : / I N ° 41 O CJ _ _ _ Z- - r- L .- In - - _ _ _ CU 4- 0- = ,� III }, z - CD Q7 d. \ �� _ — t/I 0 R O H / II L F-- _ _ _ 111 Cl O= _ :- _ - _ _ N x III �� „) oo - __ c .. _ III _ _ } co CO -- u_ d O o O O .--■ o N LI) N l0 s....0 N o ' CO . N - CO Lf) N ■O ,--I ,--1 .-1 n M n - r'J 0_ •-i O tY N CO II LC) O 0. = • t E O o c x Z v� o h--- �° - � v w w z W n 0 Ln - U L.L_ F - 3 Q O w ' r6 0 0 (l) LJ < = U L , D! C O o f— O Q) CO CO L T LA- OLLCD r --+ N w H 0 0_' O O 2 N L1 '7 a - '.• ,- • •= O N N N 0 C 0 • C V, Z I-. 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X X = _ _ _ _ v .. 0 0 X ` m . = N _ o= - J O O N (0 N co z -4,- a ■ ry N 40 l0 v > _ f _ _ 4- CO r n Z N~ a - - _ L... 0) c) --0000 \ 1 III ¢ o O o rn 3 7 V M 0 c_.7 N CV CV N 1� _ -- 2 • 0Z .-;ti�� • >< 1- C c C L N ti C O 0.-•-- •^-- w U T � CD 0 0 0 = co Z O z •• r- - o E E E 1 J `00 ( 4) 4) 4) 4) 111 a) Q 0 0 0 0 4) 0) 4 a J `/) L 1\ = E c V 4-) 0- 0 h x o0 .. . d' • V G MN r- 0- 0- !Z J V X •I >< ' n - O 4) = O % N NN 0 d- N I'. l0 O- C .. L s _ . x n. N N N O a-' X X X rn O ° b v L7 L N V C H l0 V l0 N o (� �. Lo cc 4-o o -= 0_ • CO 0)03 0 40 000 V U L... V � 0_ G P7] N L L _a , 0 c7 m c] c7 --- 0 i I = 4 41 0 0 0 C) 0= = 3 3 3 Lc) } .+ 4, _c _c 3 H Q) CJ -. I-- 0 V U 7 Ca or "') 0 0 (0 2 1 co o o co W O M O 1 O N _ Ln N M I LP LO N O r D O - N N ___I Ln Ln O .---I ,-( n M , n Ln r■ «) O 2 N CO 0 yl U ,-( t Ln K 0 a. 0 r1 , 7 O x Z W z LJJ Z L A o 1"k %.0 H W 1 3 O O LU rcs O L N W Q K U W CC CC d LL 0, 01 M 00 .c >, LL 01 O Ln 01 a' O O 0 N L._ 7 ro =CD CO CO N C NZ - ,--. ,,N 0 E - c w 1 .- N N in N (1) E Co O a. d a. a. 0- p C L e i0 v ' N a 41. O O O O O CD O L p, `/ 0 0 LC) 0 L.0 • V 0 , ■-' 0 ,n — \ .--I 10 ,-.4 N 3 _c Li Ln Ln r_1 01 0. .i.) O.�N 01 01 O • 0 c r0 0 4 -• • = M U C'3 • o c CC O 01 0 \ 0 Q 01 - •�� r -� 111 N 0, J J J J J J Los y V . O X I N \ J O O J L.) 'O on - 0 U J 1 CC Q c p W U U U U O = d 0 ro 0 O ,0 111 I- I m m -- O F CO x O N L V ro E L r.0 III I- L o ro 0 0 * 1 , r0 Z Co CO ko . O N c N �O O O O r,_ E cL7N III �► ` N .. _ C Q. •--, .-1 a.'�y n o .� U 00 x :2 N W MI Q o .5- roc ,-- �� "LL! 10 4( Q 12 N ro L (o III o CC Cs 4-) L 0 01 -� : /� Z L O Vn _ ` 4 CG E c V X I: n III N lili # e, N v N c V) V +-( 4_ o 111 • 1 x D on nas," O r o O C U U U U / -- ro Om mm m + // M O N .5 C O = M v V C1 ,- X - _ _ - - cr, - o o 111 CO 1. _ _ _ L al 4 a r x 1 = _ ) a) C1 c M Q _ _ _ _ _ - III 1- - _ i 11 X I 1 LJ1 � X L o - _ I Lc--, >< O N _ - 0_ 0 0 - - N r-� ao _ - c III -_ V X X N N N _ - Lf. -- n III 1 O II __ M 1 O < • 'O f-i N I- _E L c III I N m '1 - _ - _ _ n 3 •r IN 111 N W co • ro N ; III L ._ - r_ = - • co ro -1 E .. p N O X _ - _ _ - - • L c • o III - - L 3 _ O ,- 4- c X _ 4J - _ _ - r o U : C U \ O _ _ as I OC III = N 4- +.) ■•■ Q) .-) N x - - - - M V Z -O III °) _ Los Q Q 1 III o - Q J 41 L L N I� X 1 i d U O O _, L III d V s- x \ M a - _ r ro O C: O a z _ < .. _ L 3 c Qo III ° L0 n c n ` 4- J 'O L r0 L aT el 70- co II O V O d) •= N = O,- A N NNN v= L _� III C - r, r C U c +, L .� r--- I : � � ilili( M v 1 V � M N • r ad 2 O (n C O 1-N c x y N r +- 4 - N ch E CO > ' 0 G. 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( 4 CD xi, m U2 Z ip _ 11J _ v x co w 7 0 Q \ J x co < z 0 co CCI \ C9 � z / ' gt 32 ° ,W 03 \ mw % Z r_ __ Z N N Q u J (9 W E _ c O F OU Z u¢ 0Z °cn Z o aE � � 2 �- ��o °J _ L 'sm !WI mm / J rc� ; Y ��Z �W = s: a � 4 - s cn I 1/ i '� \ \\ U co Z o <, J ,m Q O M - Q I- 5]': . z c -I 2 o i i CL L..0:-=-1:- Zx ' n ° 1---• E'ea = 0r - / 2\ # / • U x o U Q � =W \ Q t n a ow co 17 . 2 .r5 - , 2Z (' -tav, ;AV /1.77c E / ¢° " aJ � X Z \ z ,j m. om °s UJ / / z oo wam � Z _ C � E-_ m4 : / //‘ � h¢ i om \ I NLY sq _ '.sg`m o W ':0`e:,.0 U 1 �, = o s �,. a / / � U o ¢ � c � . / ' o0o m m ° a 0) z 1 al `o o \/ " z T . 2 v q _ _ N 1 yea, O ° ' ° - o N— � v o n m � o m m tr) C \ i- F6111 sM� mas Eos CO 000= CD J F Q J Z m Z o e o Q m o x Z < y x �► ZO %.Qvo , / \ \\ u 0 0 o ° 2 LL Z O o Z 0 0 0 Z U 2 : m ..,,. 0 � g �20 v ,.' oZ002M e �20a U w I t N0 v co 0� --------- 4 L,Alt , City of Atlantic Beach APPLICATION NUMBER 's ` Building Department (To be assigned by the Building Department.) r ,< ty 800 Seminole Road — e Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 Fax (904) 247 -5845 Date routed: / 3 '�Jj3 yr E -mail: building- dept @coab.us City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM t review required 3, 3 D= uired Yes No ; q Property Building _ c �c. / g : Zoning Project: Applicant: ree Admirn for m -7 1 �� ` 72-- -- t� u _ bli _ Public Uti • •- Public Safety Fire Services �� 4 � {�"��5�a y a s„ ^� a� � �� r d � �o-e r w �"} r e `� ii D Dfi rRl�'9�i X t �.4�� IDee pt t g tt r ,. sy a, , #`'; Iu# :`t.:� ' ...; "�+ a "fir Review or Receipt Date XhC Other Agency Review or Permit Required of Permit Verified By /��) Florida Dept. of Environmental Protection 4 er- 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: BUILDIN PLANNING & ZONING Reviewed by: 7n Date: / TREE ADMIN. Second Review: [Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 E `-.� C I VED r 5..:�,v,,, City of Atlantic Beach APPLICATION NUMBER v Building Department JAN 1 7 2012 (To be assigned by the Building Department.) 800 Seminole Road /r _ J 1 Atlantic Beach, Florida 32233 - 5445; ,. Phone (904) 247 -5826 • Fax (904)'247.5&4 / � s E -mail: building- dept @coab.us Date routed: (-- / 3 - City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 3 D nt review required Yes No (Building __ cV Applicant: e ' �c. i . _ /6 `P ng &Zoning 1 Tree Adminis rator 1 `--- �•-Publi ol -2 Project: Gl� . <M __ o Y C Public Util' ' ✓ Public Safety Fire Services Review fee $ .; Dept4Signature :'' Other Agency Review or Permit Required Review or Receipt Date " —�� /6/0C_ of Permit Verified By Florida Dept. of Environmental Protection Ofn - 5 . .ip, ,c,X 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: . ,,Q BUILDING PLANNING & ZONING Reviewed by: � Date: 1 ,)- 1- TREE ADMIN. Second Review: [Approved as revised. ED nied. PUBLIC WORKS Comments: e PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: / V./I-- FIRE SERVICES Third Review: Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09 [ - �-`E VL: 3 r tyvif,,�„ \\ City of Atlantic Beach JAN 1 7 2012 APPLICATION NUMBER ;f ' D Y Building Department u \` 800 Road / =� Atlantic Seminole Beach, Florida 32233 544 �r. (To be assigned by the Building Department.) i / - — J / Phone (904) 247-5826 • Fax (904) 247-5845 �_ 3 - .'"d 0;; j �r v E -mail: building- dept @coab.us Date routed: I2_ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 ----3 7/.:i. ..___ Dep t review required Yes No ` Building v' Applicant: r ' `r21 (6,t t,c_ /....6 `P .. ng Zonin g � J/ ( ree Adm_inis ator Project: C r.� / 2__ Fyubli _ :m fk Public Util Public Safety Fire Services Review fee $ ,,,. ,' ,w Dept Sig - Other Agency Review or Permit Required Review or Receipt Date " `� /(A3C_ of Permit Verified By Florida Dept. of Environmental Protection 6,10 e a , 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: XApproved. ❑Denied. (Circle one.) Comments: t-6rar Wits zmol i kH 4- - i t ( a ,;,� ..� E(.--L tk 6 N 5 BUILDING PLANNING & ZONING Reviewed by: Date: I-p.-(2/ THE / • DMIN. Second Review: ❑Approved as revised. Denied. P 4_IvveRK: i Znments: es iiiif� Ilk S P : • FETY Reviewed by: Date: FIRE SERVICES Third Review: [ Approved as revised. [ Denied. Comments: Reviewed by: Date: Revised 05/14/09 ITW Building Components Group, Inc ., 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:1U3P1 5 1- 20922 145 1 3 5 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-10- 0286- - Philips Builders - -- 353 7th Street Atlantic Bch., FL Truss Count: 1 ti p - . Model Code: Florida Building Code 2007 and 2009 Supplement ~ = Truss Criteria: FBC2007Res /TP I -2002 (STD) »ti- -''' `" Engineering Software: Alpine Software,Version 9.05. : " Structural Engineer of Record: The identity of the structural FOR did not exist as of -�-- `' Address: the seal date per section 61G15- 31.003(5a)- of the FAC — . - .^ " W - . Minimum Design Loads: Roof 40.0 PSF @ 1.25 Duration - % '` Floor - N/A - 4 ,- Wind 120 MPH ASCE 7 -05 - Closed m Notes: Se al`Jni �41V2.2120fi0..„:" 1. Determination as to the suitability of these truss components for the'_A ,, . '' structure is the responsibility of the building designer /engineer of Truss Design Engineer- record, as defined in ANSI /TPI 1 James F. Collins Jr. ` Florida License Number: 52212 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 FOR /building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: - #` Ref Description Drawing# Date 1 65052 - -T21 10203073 07/22/10 g f 0 k REVIEWED FOR COD]F COMPLIANCE CITY Ot -t h:. ivT1 .' BEACH SEE PERM:TT,- qr1 h , DITIONAL REQUIREMENT -.ND CONDITIONS. BY: r DATE:, 1 ^t 91 REVIEWED BY. 1 111111111111111111 1111 11111111 1111 ,.. _ r Philips Builders I` I Ileill Job #: J-10-0286 File #: ** S e l e g m n a e n r :: Jason s n h Parker B r a c k hi Manning Building Supplies [-I 1.. °u• . Jacksonville, Florida 32256 jaxtruss@mbs-corp.com L''' ' ,... Date: 7/23/2010 Phone: (904) 268-8225 * Fax: (904) 260-2981 Del. Date: 353 7th Street Atlantic Bch. FL Cover Sheet 1, I Truss Level WoodTruss Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size 12 00-00-00 T21 5 / 0 00-00-00 0 00-00-00 00-00-00 0 SIMPSON Han •er Streng Qty Description 12 HTU26 Trusses: 108 Hangers: 110 Jacks: 88 Beams: 0 Piggy Backs; 0 l-Joist: 0 Total Trusses in Package: 196 Rim Board: 0 HomeBASE by Alpine Engineered Products, Inc. Page 1 of 1 V 11 11, e� .' ,,. m f -. ,,. t a Itir Sli , 'Philips Builders Jo # : J -10 -0286 Fil # : ** an : Jason Brackin Desig Joseph Parker Manning Building Supplies 1 its; l ,iiwzYticit Job: _ 7 Jacksonville, Florida 32256 jaxtruss @mbs- corp.com Date: 7/23/2010 Phone: (904) 268 -8225 * Fax: (904) 260 -2981 Del. Date: j 353 7th Street — — Atlantic Bch. FL Cover Sheet 1 I Truss Level L. A proud Penner of WoodTruss AU1NE Alpine Engineered Products, Inc. Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 2 00-00 -00 T1 5.00 / 2.5 00 -00 -00 0 00 -00-00 00 -00 -00 0 2 00 -00 -00 T2 5.00 / 2.5 00 -00 -00 0 00 -00 -00 00 -00 -00 0 7 00 -00 -00 T3 5.00 / 2.5 00 -00-00 0 00-00 -00 00 -00 -00 0 2 00 -00 -00 T4 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 � ='i i 2 00 -00 -00 T5 5.00 / 0 00 -00-00 0 00-00-00 00 -00 -00 0 _.rt,' 2 00 -00 -00 T6 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 /i4 i��I 5 00 -00 -00 T7 5.00 / 0 00 -00 -00 0 00 -00-00 00-00 -00 0 -I �. 1 00 -00 -00 T8 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0®; `I II /I,;;r, 1 00-00-00 T9 5.00 / 0 00 -00-00 0 00 -00 -00 00 -00 -00 0 f'� 1 00 -00 -00 T10 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00 -00 -00 T11 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 4 00 -00 -00 T12 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00- 00-00. T13 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 8 00 -00 -00 T14 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 4 00 -00 -00 T15 5.00 / 0 00 -00 -00 0 00 -00 -00 00-00-00 0 1 00 -00 -00 T16 5.00 / 0 00 -00 -00 0 � 00 -00 -00 00 -00 -00 0 HomeBASE by Alpine Engineered Products, Inc. Page 1 of 3 Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1 00 -00 -00 T17 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00 -00 -00 T18 5.0010 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00 -00 -00 T19 5.00 / 2.5 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00 -00 -00 T20 5.00 / 2.5 00 -00 -00 0 00 -00 -00 00 -00 -00 0 8 00 -00 -00 J1 5 / 2.5 00 -00 -00 0 J 00 -00 -00 00 -00 -00 0 8 00 -00 -00 J2 5.00 / 2.5 00 -00 -00 0 00 -00 -00 00 -00-00 0 8 00 -00 -00 J3 5.00 / 2.5 00 -00 -00 0 00 -00 -00 00 -00 -00 0 8 00 -00 -00 - J4 5.0012.5 00 -00 -00 0 00 -00 -00 00 -00 -00 0 G %= 4 00 -00 -00 J5 3.54 / 1.78 00 -00 -00 0 00 -00 -00 00 -00 -00 0 10 00 -00 -00 J6 5 / 0 00 -00 -00 0 00 -00-00 00 -00 -00 0 6 00 -00 -00 J7 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 5 00 -00 -00 J8 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 9 00 -00 -00 J9 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 / 1 00 J '` 5.00 / 0 00 -00 -00 0 ff 00 -00 -00 00 -00 -00 0 8 00 -00 -00 J11 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 1 00 -00 -00 J12 5.00, / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 3 00 -00 -00 J13 3.54 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 7 00 -00 -00 J14 5.00 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 2 00 -00 -00 J15 3.54 / 0 00 -00 -00 0 00 -00 -00 00 -00 -00 0 SIMPSON F. Han • er Strong to <' Qty Description 9 HTU26 HomeBASE by Alpine Engineered Products, Inc. Page 2 of 3 el Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size Trusses: 108 Hangers: 110 Jacks: 88 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 196 Rim Board: 0 HomeBASE by Alpine Engineered Products, Inc. Page 3 of 3 ITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID: 1 U3P151- Z04221 5 3 60 1 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J- 10-0286--Philips Builders - -- 353 7th Street Atlantic Bch., FL Truss Count: 35 Model Code: Florida Building Code 2007 and 2009 Supplement - .: Truss Criteria: FBC2007Res/ TPI- 2002 (STD)`;FBC2007Res /TPI- 2007(STD) Engineering Software: Alpine Software,Version 9.05. "` Structural Engineer ofR.ecord: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15-31,003(5a) of the FAC Minimum Design Loads:' Roof - 40.0 PSF @ 1.25 Duration Floor N/A Wind - 120 MPH ASCE 7-05 -Closed Notes: Seal • •`T7(Zt 01i3 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer' of -Truss Design Engineer- record, as defined in ANSI /TPI 1 dames F. Collins Jr. Florida License Number: 52212 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 FOR /building designer, 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: - # Ref Description Drawing# Date 1 64237- -T1 10203122 07/22/10 2 64238--T2 10203088 07/22/10 3 64239--T3 10203089 07/22/10 4 64240--T4 10203090 07/22/10 5 64241 -_T5 10203091 07/22/10 6 64242--T6 10203092 07/22/10 7 64243 - -T7 10203093 07/22/10 8 64244 --T8 10203094 07/22/10 9 64245- -T9 10203113 07/22/10 10 64246 - -T10 10203114 07/22/10 11 64247- -711 10203095 07/22/10 12 64248 --712 10203096 07/22/10 13 64249 - -T13` 10203097 07/22/10 14 64250 --T14 10203098 07/22/10 15 64251 --715 10203115 07/22/10, 16 64252--T16 10203099 07/22/10 17 64253 --717 10203116 07/22/10 18 64254--T18 10203117 07/22 /10 19 64255--T19 /0203118 07/22/10 • 20 64256 - -T20 10203100 07/22/10 21 64257 - -31 10203101 07/22/10 22 64258--32 10203102 07/22/10 23 64259 - -33 10203103 07/22/10 24 64260 - -04 10203/04 07/22/10 25 64261 --35 10203119 07/22/10 26 64262- -36 10203105 07/22/10 27 64263 - -J7 10203106 07/22/10 28 64264 - -38 10203107 07/22/10 29 64265 - -39 10203108 07/22/10 30 64266--310 /0203109 07/22/10 31 64267 - -311 10203110 07/22/10 32 64268--312 10203111 07/22/10 33 64269- -313 10203120 07/22/10 12 07/22/10 35 6427 „ � 1 ll1111111111 11 1I111'1' { i c_ 2 1 07/22/10 r 70 E CO I--• CO - I b - o m o O n N 0 0 C-• II I c7 J 0 = rF o - o - D Q O S m o <70 0 - 5 r =5 5-5 x E. -< 5- =c < N w 5 0 0 0 0 Q - Z C C O 0 9 • A 0 0 N 0 S. - . n n :D 0 - n O• Z to 0 0. Co r �0 D o o - h = 0- 5 n� n r m Cu -. • - 5- NNN C.) •;;* •-F 00 --,•• r+ - A AA 'a cc Z Z C t, N F-t V1 V1 N- N % m N O N I \ 5 'C) d O 01 - 0 A 47 m (/> 0 0 0 <• 3 A N N ix, in A O -- c - 3 of 0- O_ • a 7J <0 n 0 oo 0 zzz m N C ,--.0< 0 0 P T Z0 N 01 0 A W - C5 = • 3 C7 0 d -1 1- +C50r -.0 O E o 0 v CD O O m -•d 9 7 >. - o V1 -cD S r o 0 VI �- _ _ _ N 00 0 r-, _ - `I r 0 C7 - 9 -c. 0 0 '.', ➢ 0 N O D to -h to • 1/1 W 7J I �� 11 V) �, 5 I -+i- -. C1 w - - -- 0_ - 5 • CO -, m c 11 o 0 , t - N - - - _ _ - ` A Z n v, v rV-r D w ° S C O c_-.) - --1 O 70 - 5- C7 - • V, - - o, w w � c � 7- 7- 0 - ▪ L 5 0 - = ( 0 Q . 77 9 Z = N n n 9- - _ f = - r"F T 0,0 .. z V n - - - - - _, V V -V o•• �o -- - = - ~O mow- • _ _� OW 0 , O - _ n y -_ v O rY r .. _ - _ _ = -. 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L (.7) O V1 O N N N N ▪ a x 0 7 . 5:).. - 5 C o CO 7 r Zzz = r C7 N C C Z o, N N -I, to W.-� CD O N CO A III CD ,-. _, 0 7 U . --.1 v, Z N N ' Q • - - - _ _ c O 0 to _ _ N 0 01 0 -h _ _ _ _ • _ • N `-r 0 ID _.a _ E n Q. ta• y Ur 0 Q f. 0 O x d - ' -- .1 - U ' V1 .-• • ' _ = \ \\ - DJ.. 0 .S • 7. - - - _ _ _ 0 F� fl, O ZJ- 0 0 _ _ _ _ _ v, • -- I C) N l (n W -. ( s c 0 ' n -5 � l rD 0 O 40 I7 111 ` O ° O -0 `h W r O N r+ = - - 7 - - - $ -h wZ V, 7 ) T Z W 0 O CO T CO W a vV n CA) ^' -1 N O 0 • 73 O O r CD - _ _ _ _ _)n NCD O 0_ _ _ _ - O _ N < QC, _ _ 8,-=.'.-_, M CT CT CD -r • x x u _ _ -- O - V I1 111; 0 • ° �-, N III III 00 N Z N O CO E "...1' f CO -h 0 o c--, `* O - l0 CD O n n • o = 0 O• glltmn�q //, = o rr cn d * o r- W o o i i ii g �a o x a 0_ o v, 0 - y', •.. If o III CO N a10 ?I .L. .. 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III W W NOU — — (-0) -0 , "- CO • ca (.0 ID W Ur W -- > n -4. p S 0 _ _ _ _ _ _ 7 _ . - .. x ,_' x n A Co CO 111 . op -- 1 ,, III -_ -.' - 77 O ., CD O u, (D N x , , , ..,, ,.., , 3 ; .1 3: = › -,-; ;,- • - - \ N CO Ol "O x - 0 - N 01 1 - _' o ,~ 0 0 O o - o o CO cn x _ .. - O ' v' A 111 o - E 0.Z o �Em (,J (D n N ro (D as 0 0 0, -n (0 r* 0 rr-a 0- 001 LC) - • r • B ro v n ("� n c7 (D - 5 0 - 0 co 01 3 O (n O „„ s O r-r = C (D (.J 0 0 0 0 n Nn.blf � , x 0 (20. 0 n 0• f n 0,... o_ 0_ rD - p d* O ><(-) "' o�, a o � f a es. w I III o C O y II, 0 0 0 0 / : ; (n a•' s- - , Q 0, g fTl 0:P - -4 0 f �. v golum D i1Ty o o III y x o, D - c o n w Nx ' � N �` E- x , t� o n o 0 o r-r (n z a w C t � z o o C/) 7J 1 72% ; �f N .—= Far III - N c) 3 n rD 0, o _ N z co F-� r - s (D 'II Ds. 0 ar '-' N CO - • (n CD -1 D 77 m a CD x N u0 (n (D -o Cr) 0 — I W CO --- — I z CO A C '.--• .-, C", 0, 'D C 0 c7 n CO n T1 O d -s Co - m n - C 3 D -I r " D 11, r -r n ( v z a • • F---t r O o r ,---. o (no m ZJ - • - n r r r r r 2 V L (-+ -� -• x 77 0 x d D us f N Ian Ts o w 111 . o7. �" �- - 0 cn �� 0 m r (D - 0 0, --t c S o 0, .n A 01 N A N O O 01 U) co a v 7 7 m 0 0. C a o c O (J1 0 O O O O '0 � - - v 73 - 0 - 0 - 0 CO - 5 (', N - a (/1 (/2 N (n N 0_ 70 0, - n -n -n -n o N J O CM 3 m 0 r" A 0-'z0( r+0 Coo •• (.00 0(0 CJ T (./) = O O ,0 77 0 - 70 7 m C 70 D m N -i col m 0 0. ■ E ----♦ T n -- -0 - • T 3 z f'n n-1 d N 0 -• - n n O n 7, cts 0- a 0 v, "-, 11 S 0 0 - 0 C. A • _ CO N CO -- O ,--` • 0 0 t__, - , 0_ I--• CO 0 Na 01 1--, N A IV O I-� N T ✓ O co (n1 ,-1- v A 4 3 " 0_ C7 0> E - 0 o CO -y 0 0 Cu 0 -. O N 0 0 C_ x r 0- 0 O -*,-G 0 c n -5 in_ • F CD �+ 0 n n o - I c7 (D o 0 1D 4 =0202 d, y -< = 0 0, < CD --. -5 0 (>5 0 0 0 r 5 1 c0 D C7 C7 C7 .'o 0 CD CD - 5 n 'I f N 0 o_ x CD M fl, 0_ = J - �. 0 r 0_ O s 0 0 N 01 N ° v = = 0 0 n. xxx Cu c -. O 40 = 0 - A 0,A - D Q Z G 0 O V 0 7 N m CD c 4, ( • u, 0 O V V Cr, C1 1 n > C1 N c C C7 • 50 "O r m w ••••• V r o - o v, 70- • - 2.2 G N s'= 70 0 - 0 y cu - S 0_ - D 0 D >5 0 CY 0 O \-i - h ZC0 0 OD C Cn 0 n O .-.0 0_ 0 - c > O 0 z 0 CD N ''. I '--• (0 ( (0 0_ >< ( 0 0, 01 0 J • 3 O - CD CD CD ^ ^ (.00110 B CD O 0 0 A 1-' 0 O 0 ' , ( Z 0 O I cn - - o (n v N o o y V, La -_ - 0 - S 0 -, 1 - 0 N n r N (0 x w - z v, 0 o, 5 o v, -n L 0 c = n r N r0 _ - - - - N n 1— v, -1� - '. - - cn rD w n - _ - - _ - = E v cn _ C7: 0 a - a D _ a CD CT, CD t _ -- - - - .. p w r, o iv1 n. a. - 0 _ _ _ - '- - » CD �, C . N -_- _ - - r 0 o-' O w 1— w �, (D -0 c-1 - CD 7 0 02 • N W T r iD '^ - _ - '1 ::.:. c-* 0 m co -- 0 cn 0- -' - -- _ _ 0 0 m _ - -- _ _ - _- C ' < Q M _ _ - _ _ _ .. m 0 0 = -. _ _ _ Z (n d G - 7 - - - T (n N 01 0 •• fl. O� . . . CO o 2 - l T c--, ( x .' x -W - r 0) CM -1 _ co rn v OD N -+ c a, 0' N MB �� III 0_ O _ - -_ = z A O LO 0 O r Q - - OV 0 W -, N CD --1 . 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TI T 'r1 - r; T CO L75 A A - `. -'000 \` ^l V '71 (./1 = O p 771 c 7:1 T/ m 0 70 D rn (1 — m co D 0> —1 T n W .. 0 3 Z FT, m ° ■ Z N 2 0 7 it a G N C_■ 1--■ - C "V C_. a 07 11 _ W N W — O ,__, 0 N \ an Vi ' W c - - D .' - 5 - ■ 0 01 ■-■ 0 N N -, 1-' O> 0 N CS) 01 - A ^' \ A N O I-1 N \ co co Cr T A 01 02 C7 , -, 70 r o 0 0 0 0 0-50 = o, -1 0 C 5 .0 o = a o - y C < c-* S= < co 0 0 0 rqc IQ ° D , 0 0177 - 5 � n.0 OD 7n c r c o-h d N NN O 3 . v, c xxx a _ 8 0 (7 n 01 A .a , > r ' m m m r 0 v, (n (n (n - t) v+ n = -o - 0 - 0 O N n - �w -3 77 - w t a CT D -' t Z 0 Z G N O 01 cn CD c A. 5 � O J t - ' Z 5a , N (15 NJ G1 0 • CD C1 < 0.---, N O 'D co) N O '1 Z - v t77, 7 0 _ _ - - _ 27 N (0 O 0 N / >< 0. v - 5 -h 77 70 A _ � " -_ J N o - o1 D N c0 - 3 w Q .. co w o Q w __ \ 5- - --- = 1 01 n -- - - - _ - - - - - _ - � o cn c+ cn0 _ w n, > v - - _ ~ o 07= a CO _ _ _ w o cn "D n n = - - - s c _ y " l-r - - - -- -{ N N _ _ O 0 7 O �l - - .n N CD 1--■ _ _ o oo Ili �' o (v O O _ N V) O 0 N -o ., - -H - p ^ - t] o (D 3 W 70 E 07 f 7' _ _ _ __ = t'+ 10 r 77 10 0 ` O N (D 77 0 0. C1 01 01 - a -, 0'0 V O n 0 d • - o, CZ n o • 5 C CD (D n o M C], ..: iP - •- C1 n n, a, z - s • a �l * U1 0 d 0 d _ a O - r1�. M N o o - z - h 7 N 0 - h r 0 0 c ' \ <n C x 3 1 O N ( N ^ 0 ? .., * „I -i t”' o C SI T -< 1 -- ./l 01 0 "0 , 0 V 0 I � . A n 7-, (1- 'z 0 a, v, o no > (D f (n • (• 3 Cr) (] - 1 00 co -1 - 0. 0 - = 1-+ 0 C O n C7 C) C) - s1 0 = 01 m a D 77 - 1 r ❑, n o • C) r o r n - a r r r r r 11;:s o - 5 x - n 0 z Z D O CY (D 0 N - O CT G0 CI • Ca fl, n v, ~ O N = (A C7 rr - S c - n - S - s r - �, N \ 1 '' — (D CD Z O A • O O U1 U1 CD N cn (- • cn r = IT O C31 CD O O O O p 0 0 J a O c ' � ~Q o- r D n TI -s) - n -n -n A IA OtL] 3 - h 0 - 3 0, 7.0 C_. m C/1 = O O 70 • 0 707 01 0) 0 D m V, m o o - 1 - n ( o a o " 01 3 Z 71 m o -, L > z n 7 (0 � -h 7 cu c-7 .. 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W 0_ 2- .Q N o . rr v . • •9 0 _ 0 _, - - �-• rr c cz : iv 414 4 a � rrt -0 = CO -h E D r 3 N - n CD (n o - I W w -r 0) A 0 0 C , V 0 0 0) n c n - n co o a m N 0 = > 7D -I r = 0 3 0) • • r o o r- �-r -I V c - n r r r r r o Z > 0 — o 0 o� ~ '0, z 0 (0 • co n r- - a, n 0 II 0) • 3 <O O A r N 1 O r - �, co CD co 0 • A N O O Cn Cn O o- o s ~ N r c - p m O cn O O O O O - o O `-' = v a V) V) V) V) V) N f 0- - 3 o o = r C✓ T V) 3 O o 2 . W O 7) 70 rn c') 70 > m N . Pi O O - I TI C) o ro T 3 Z m m - ro Z 0 Q O 0 rD w a 1-• C.. N N 0 3 W N Co O ,..% . v 1-, V Cr ' = r F y ` ' Ln 0 0 N 1-' 01 0 N Ol m I V N — 4,, 0( N oW I--■ N O O 01 - 0 V -, 70 0 . .ZJ W ,..4 r 0 0 �� 2 —1 0 n T 0 S' xc 0 o o O - E > co 0 - 5 c c. m c" s D v, o -n a a -< C2 7] O r 0 0 N N 3 ..c., as 0. cv N �+ m C to C/7 (-/-, J 4+ (/1 0 — v — CO W N W C ` -- ? 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B !L -0 0 0 .0 A. xt -n 0 ° �' m CD - 0 V, (!l c/l t,2) , 0 n 0 ^J Z •N to 0 -• _ X co 0 0 01 - C A I 0 (n-S 0 NN n v 0 >- 7 D� r* zz 7 ry 0 to 7 0 ,--,-1,5 z ❑ — N cn ( 1 O. 1,---- - 0 O - 0 7 _ C7 z v .n ,1 O O N -1 c - Z -, V - 5 to 0 p W N n --1- 0 N W T o - - - - . - - 4 .-, - - , _,. I : \ \ -I 0 A , r J r v CT CDD ,\ m - N co Z N .. - ' _ _ O • ^ 0 ' -- I N W O _ O 0 7700 E 0 N V < - 0) _ _ Z7 -s 0O0 W C_ _ - N -O O O ^ O^ N cil v ,. a - o 01 01 E CO F-+ _ _ ---- O O n -.N r (D ► �� 0 O (1 0 0 0) -S = - o r _ O c-r 0 (.J 3 n �gWueluu^ lik o o n o • Z c_J coo -z a O co •• •• cn CD n N r. \ L N C n 0) f -s p Z �- t 01 CO 0 0 0)w - - * rn T �i w 0 Q m N o 0 0 00 • z 3 n o z �, < - E a Co 0 O as is 4,1, A .-----•.= > vpy 7 CD < N 0_ - --- - •.c:2 r - 77 •-• c CO t0 O 77 0 CD- 1 to M D z N --• W to O - D N (n N (n CD -1 CO CO - I -H .0 W Q 0 C --+ i--, C7 3 3 0 0 C) CO Co CO -7 W O 0 -1 CO ,- 01 3 > o -1 r P1• • r o o r o to •-• o n • m m 0 r r r m C + o x0 z Z D O Cu = 'O cn G7 n • W n n - A N \ o -z r fl D f O O O 01 01 0 .� N d • , 0 m O cn O O O O O a.o v 01 77 - 0 J 0) Q . < n V) C/) CO N V) 0 d -n - n m -n m O a CD O sy d. O C, m N 0 O C7 01 co � S 70 m c ,o m N m O D z -I TI n m 3 z m m 0) to 0 Z 0 -h n G) n 77 0 d 3 - V A 01 : o 0 0 N CO ,' O N - N \ tP V 01 !? 1-- 1-- D 01 N 01 N -- N 0 N m - lfl N . 4, N oW 1 N v O O 01 • o l0 ca -o (n 0 m - - a = 0 0 0 o nno CO G -I ❑, c0 o o 0" 0 O 0. El; =0 < 0 0 0 ..el 5. ro D -- C W 0 00 - 5 0 fl 00 N C -- h �" 0 0 2 r , 7) , N N O 3 -a C a v a N 0 x o r m ° C N V (11 N r'r n 0 - 0 -0 -- 00W N N C1 0 J 00 0 C A O t 0 0 N N N C 0 >-- z m S N n N a 0 - z 0 N - --.1 G70 • n. o_ 05(. CD 0 (D O - 1 - - C z N N d O 0 � -Z , -s -h n _ - tom CO :n - _ _ N n r 0 V1(D - 22 22 - 2.;-=';",-,2, - z O O A J G am . • - s 0 CD W --..cc, V 22 _ � `` N W T ;V _ _ - y � 0 X � N r+ A 1 A A CD " - C7 A7 ! 0 F'.'N 77 r 7, _ _ A 1`1 - m-. _ ▪ _ _ _ A C z N ^ m C • • n CD T n - _ - - —I N W OV _` �0 ▪ - CD -2 - 7 22 _ _- V A O _ _ _ - •• N (D U2 _ - O N : O = o L, _^ -I O A "...7'4 _ _ Z N - N N O ^ C N - : _ -0 0 C co co f - CD O n N ,i- - h rt 0 c* O • d C 0 (O ! n co 0 r a n o "S 0 0 r . 0 c-+ CD W • 01 n d • A p11111111q�u O 0' n o • - o -- o C 0 O O L a :• . .. - C Q O N d [ w N CD 0 "h .-.0 N n in, E Z > X * al \ I W - o_ •Q �' o 0 rn F - n o 0 e1CyP J ° = �0� O A A < -0 "0 ro = %i < o m M 0 U 00 o (n - CD a 3 C0 CD C/ � 0 0- 0 r. h N O --■ > 3 W N N • V) (.7) 0- --I CO CO -I (0 Ol A 0 C 0 .-, 5 - 0 C 0 C) C7 CD n T 0 0 -5 CO -. m 3 D 0 - I r c r o o m N v 1 0 n • m m r r r r r r-r o x o s z > n, ( -o cr GD n • W n is is is c n 0 - d o z 0 N 1-' N N CO 0_ ID V1 p, . O O 01 (n O r o m o (n 0 0 0 0 0 N o, - J ac V A W —( a v v - C v W < CD — a (n N (n (/) N co a - -n -n T m 01 0t57 .- r -. 3 0 0 00 C.. 00 (n = 0 C] 7= - n. O r-F 7 20 m 00 2 D m V m O D z -1 m n - - n 3 z m m °J -o N M n v 0 D F a W N co - O F-, •- c 00 r-• --___ v, - 01 a 01 ▪ N 00 N 1.- CO o N OD 00 - W ^ — ? rt N O I-' IV v O O 0') A 0 0 7 A I- 2 0 ■■ 2 N 0 0 0 CO c -n 1- 01 n 0 0 -I ° 7 ro 0 - S • 0 - 00 01 d y -< 0C < CD o 0 m o o 0 A r m m o CD d Oro CT - i - s ND .117, m D �,, nn A0 - n Cn 0_ 0_ OD 0 o 0 r o -n a r...) c-+' 0 30 o,.. _ 01 ) 0 2 f r..; N Cr � 2 0 "O 9 J 0_ X X X 0. r' , 0 0 .- • AAA - 0 3k 71 0 z < 0 O _ o c" f m 0 0 v, - o (0 c/, c/, </, N 7 0 Cr \ - (0 - 0 0 -7 -, °J° cW' N T r* -o 00 _ • 0. 0 C 0 cn 7 A ? (n 0 CD 1 ! A NNN - 0 - - 5 O_ O D S. v, 0 r ccr c = CO--. 1-• z0. N N \, N 3 - co A O - O 01 d O l0 0 TI rn = 3 zv, .v x v U O O i ca v f > __ O N (d _ .a _ _ _ 0 01 (") c11 • _ _ _ _ ' _ , O N a (0 0 m W 1:' A x n c15 - V ^z A ■ +j ,_,,c O n ^ �; 01 D I II I 1 � w . . D � :y ocn p � � o oh Q - cn CV - _ (0 A / . .0 4,..--...0 (0 (3 01 - f or CD - 0 r 7 - _ ^ - _ _ ' 111 `n 0 0 O ,( - - _ 77 01 v, o D E.. 9; - _ g f O_ 00 H 7- - (-} A . -.01 J • m - = z rn O_ 01 (0 - _ ' _ _ T 00 l0 00 • • r W = (0O 71 7J O ' _ J (0 W T7 r- N (o N O O N O 30 -o =77'7-7-- N - ;" - - - O -I 1-� �, v - - ` � H• Q O O O f _ _ O c11 I\Ii1-1 - v (!1 Cn X E= ; ,7. -0 01 • o cn - - _ _ _ 0 z O 0 ro a n n 0 - 0 ti N NA T TT -� 01 -' '"--' N V O N 1-- - 5 - 5 - 5 Z r - g111111111111 0 N• N 00 • CO 0 0 0 0 C - 0 v' 01 • N • • O A3 D O C V N = V N • CT ty y c-- N C7 ( Cr N 0 N 0 C a �� * 01 T 4.. 0 • rn n . n n • n - , - h - h - 1 , � :d p . Ar- o l mo m mo r c ••9 w _ca.: U odo0n,m '� . 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Zr 0 0 cn cn cn NJ z 000 u C oo 0 0 a a- A :V N 0 0 D --' m Z Z m S I C/", - S O CD N ..., . z r1 V w G", = • a A .---. CD O CD O _ _ Z fn to _ _ - O O (n n - h v O ir-- n w L1 W N c < • __ n 0 = - - _ o �o 0 . - _- z O O ,_TI O x - 04 cn 2. - - - - J — �5 ", • N U, m m ,C m A A A co r I O -- 11 , _( CD w D 0 - -- I-. w cn < zv, n -Ti o � N m w o .. ai -z m --7 n E w o n co N 0 v) z A O o _ -I V 'O 0 7o -o _ 7 N N O (2 0 7 _ o \ (n C, = c liall ►1 N ,'-' O • - ? N w I L.,-1 ■ co O A v (n LT, CD O = N CD O S _ n 7 CD - O O - . n ct CD .-∎ 77 'Z r Willlllffi. cn O n o f o f m o J O C ' T • - • I_ ,n, \l co 0 O 0 CD n in O 0 : r 2 Z ...... CO ,n to CD CT CD -, 1 CO C ' . ,-, n fl, - Q - • 1 - 1 CD M ---. 0 r - m * N �` .. ,---, w o_ o_ - n - I] 3 O- A O x 2 d co N 70 Z —I c co •n -< o_ c 20 0 . (T r to CD x -,, to Z D 3 N (n cn (/) O - 1 50 50 - I - I A 02 0 = c - O C O n C) n C') T1 O 0_ 0 CD m D 7 -I r - n. • r o o r N —i _ •—• o n • c T1 r r r r - r (-. 0 0 z D o c o(n x C) n • CO - n r- c C 0 0 . A r N r N (. 04 CD O O CD 01 o 0 0 0 o uo n v - o - o - o v < o- N (/) N (/) (/) co z o_ 71 T T m m =. 3 0 02 C O _ W O C0 m (/) S 0 0 Z) n n 5- 70 70 M n D m n, IT1 0 - 0) - m n o rr TI 3 z m m °) r" CD Z _ a _ G> n A a) w a J C I-- 3 ! C - 0 , A 01 /1 o c _ CA.) N W 0 O 1-' • A F--° \ V 01 c I-- I--' D 1--, 01 O 7 0 N K ! - , w O N Ol M - l0 ^' A N CO I--, N _ 0 O CT v A 0 CO 3 r- z 0 0 r 0 0 0 0 0 -z n n o n D o �� y =c D< 0 0 0 c"�; ‘2, z o o a m n n C O '--� a, N N 2 ,? 3 v, = x x or1 < AA N ; N 0 0 01 n 0 z F 0 0 J F V) 7 0 N N 0 a v� D 0 zz m - 0 c Z CV N 0 • d CO m_ O 0 O 7 Z v 0 --=_. 00 v) n 0 -n \ v - s L, 0 - - - - _ __ - 0n -1, �n w -' - - N n C:5 �� o O D a) o OzJ o _ - " ..__,_.,... = „ J N t_71 - 7 N = z z " 1 cn -- ,` o ,---- N w z n n A O cno. o o -1 0 __ -{ = a z o O O f- _- - _ - - .T_ I z 0 r- • _ N N 0 op \ N tzl -1 O o E W £ v 0 0 n - .N _ _ _ -r, rt = r* O r-r d O ? 'Mg 0 0 7 0 0 0 = o _ ' 0 r r0 w Ul 0 0 • -0 V A A 0 0 0 0 Vl _. 01 O = ,. 0 D. 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CD a 0 CO.--, CD E • o, CD -- - 0 A A T Am0 -. _ -, _ 0) Cr) .T CO 0 Z X En 0 0 Cn 2 0 0 0 co m - n 0'3 O r _ ( � 0 0 _-. -S - - o_ 0 N Z D _ co r` ca to c/3 C,� ., 0 C 0 0 n _ 2, - -- - O Q CD_ - 0_ 77 W -5 (D _ N 0 0 N -y - z -- O Cn CD 0 , O A O S nc* = D OUl co - CI7 A O -+r,t0 ,CD C7 'S � co 0 (.77 "I 3 - co • _ - _ _ 0 ( -H O O O N • _ : 7. O n =3 - _ - - (1 - 0 C1 0, O 'Q m _ - h r C N -' c^ Q . A /T� X J - T = 0 . T U Z • . _ W A 1, O 0 A °•• m - :. - - -7- N C 1-.; - T 0- O O - . _U� _ \ ill n N- W o, .. - - = I I N f- (D _ A O a a NON O r - O 77 w CO 30 -_ N N - N C co - a O O O .-. N ct -1 (n O V ° 73 N D O = l0 lo ,M1 O - A co -• co co - n - CD ►� O CD 0 C7 c) s r O CD U n o � . �M .u.wN - CD w A 7 5 - 3 , T • A 0 - 5 �I,• 0 0 0 0 CO ,e3 /� - .� N C co Lin o7 CD d N za ^� - 1 Zr c a % D 0 D O ` w o v - -o , Q CnA • to .../ * in s1� A m -o o n � �� • - m \ o =o -- T - Q 0 — r • � -r n n -+, -•• -n v • i �'... � O G - O Qty ON N V • .• ` /..l CD O o co co o_ C-, rt r-r N c U O O O m 0 \ O A. , 3 (.1) C7 - CO W - (0 A C71 N -h A CD D A • r ~ U'1 A i--. ° c _ • r o o m m r r r r r ��73 z D 0 d o, • o, 0 0-0-0 N A A 1-- N o _ . p • O O (.3 Ul O d A co A ~ O (T 1 O O O O O a �, O A c N O Nom-- D (n (n (n (n 1/) v m m - il -n ml 0 3 C.., m (/) 3 CD CD 7 70 77 m c 00 y m (/) m o c) z --I T 0) nl 3 z 0- m 0) Z 0 t-+ 0- O n (D = - 0 L z U1 H s W N CO O IA • -o \ c^ 01 A l-+ y '' _ U1 N 0 N - (-• c O ~ o N Ol m I to N \ A ,-r. N W N • - 0 0 A N IA 3 After recording please return to: SUNTRUST MORTGAGE, INC. [Name] [Attention] 121 E E BULTER PARKWAY 2ND FLR [Street Address] GAINESVILLE, GA 30501 I HEREBY CERTIFY THIS INS [City, State Zip Code] A TRUE & CORRECt MNM ENT IS COPY OF THE ORIGINAL. This document prepared by: i [Name of Natural Person] 4.4L- 121 E E BULTER PARKWAY 2ND FLR [Street Address] GAINESVILLE, GA 30501 L� j [City, State Zip Code] [Space Above This Line For Recording Data] Permit No. Tax Folio No. Loan No.: 0262781743 FLORIDA NOTICE OF COMMENCEMENT THE STATE OF FLORIDA } COUNTY OF DUVAL } THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property and, in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: SEE ATTACHED SCHEDULE A 2. Street address of property: 353 7TH STREET, ATLANTIC BEACH, FL 32233 -5437 3. General description of improvement: NEWBUILD/FREE &CLEAR SINGLE FAMILY DWELLING 4. Owner(s) name: JUAN - CARLOS MARTINEZ and MARY E WECHTER Owner(s) address: 303 9TH STREET, ATLANTIC BEACH, FL 32233 Owner(s) telephone: (904) 252 -0141 Owner(s) interest in the property: ® fee simple ❑ leasehold ❑ other Name and address of fee simple title holder (if other than Owner): Florida Notice of Commencement Closing The Compliance Source, Inc. Page 1 of 4 07005FL 10 /01 Rev. 08/07 www.compliancesource.com 02001, The Compliance Source, Inc. 1 11111 II I 111 11111 11111 11111 11111 11111 11111 11111 11111 11111 1111 II I 111 11111 111111 11111 111 II I III 1111 II I 111 1111 1111 * + 0 2 6 2 7 8 1 7 4 3 + 0 1 E E+ 1 + 4 5. Contractor's name: SIGNATURE HOMES & DEV. INC Contractor's address: 731 DUVAL STATION STE 107 -417, JACKSONVILLE, FL 32218 Contractor's telephone: (904) 714 -0744 6. Surety's name: Surety's address: Amount of bond: $ (copy attached) Surety's telephone: Fax number: ( "optional, if service by fax is acceptable ") 7. Lender's name: SUNTRUST MORTGAGE, INC. Lender's address: 901 SEMMES AVENUE, RICHMOND, VA 23224 Lender's telephone: Fax number: ( "optional, if service by fax is acceptable ") 8. Names and addresses of persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided in Section 713.13(1)(a)(7), Florida Statutes: Telephone number: Fax number: ( "optional, if service by fax is acceptable ") 9. In addition to himself or herself, Owner designates SUNTRUST MORTGAGE, INC. of Richmond, VA to receive a copy of the Lender's Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone number: Fax number: ( "optional, if service by fax is acceptable ") 10. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified):February 23, 2013 Florida Notice of Commencement Closing The Compliance Source, Inc. Page 2 of 4 07005FL 10/01 Rev. 08/07 www.compliancesource.com ©2001, The Compliance Source, Inc. 1 1 1 1 1 1 1 1 1 1 1 1 11111 11111 11111 11111 1111111111 11111 11111 11111 1111 1 1 1 1 1 1 1 1111 111111 11111 I I I 11 11 1 111 11111111 * + 0 2 6 2 7 8 1 7 4 3 + 0 1 E E + 2 + 4* , WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ` / AA • N- CARLOS (Owner)(Date) 'MAR E t i r i HTER (Owner)(Date) RTINEZ (Owner)(Date) (Owner)(Date) ACKNOWLEDGMENT State of FLORIDA § § County of ST. JOHNS § 22 The foregoing instrument was acknowledged before me this day of February „ /[da by Juan — Carlos Martinez and Mary E. Wechter [name of person acknowledging], who is personally known to me or who has produced DRIVERS LICENSE [type of identificati n] as identification. 0 - :„....liii o , Signature of Person Taking Acknowledgment :;: ^r' c-• COLEEN R. AUSTIN . r •� 14_ Commission # DO 968836 --. � Expires March 8, 2014 Name Typed, Printed or Stamped -4, pd.....� Bonded Thru Troy Fain Insurance 800-385-7019 Title or Rank Serial Number, if any Verification on Following Page] Florida Notice of Commencement Closing The Compliance Source, Inc. Page 3 of 4 07005FL 10/01 Rev. 08/07 www.compliancesource.com ©2001, The Compliance Source, Inc. 1 11111 11 1 111 11111 11111 11111 11111 11111 11111 11111 11111 11111 1111 11 1 11! 11111111111 11111 111 111111 1111 11 1 111 1111 1111 * + 0 2 6 2 7 8 1 7 4 3 + 0 1 E E+ 3 + 4 Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. - / 4 / J/ /ii / ./- Ld/ / . nature of Natural Person Signing Above Signature o' ural Person Sign ng Above uan Carlos Martinez Mary E. echter Signature of Natural Person Signing Above Signature of Natural Person Signing Above Florida Notice of Commencement Closing The Compliance Source, Inc. Page 4 of 4 07005FL 10/01 Rev. 08/07 www.compliancesource.com ©2001, The Compliance Source, Inc. IIIIIIIIIIIIIIIIIIIII 'IIII'IIIIIIIIIIIIIIIIIIIII IIII jjIIIII III IIIIIIIlIIIIIIIIII IIIII jII IIIIIIIII)IIII * 3+ 0 1 E E+ + 4 SCHEDULE "A" Lots 22 and 24, Block 9, Plat No. 1, Subdivision "A ", Atlantic Beach, a subdivision according to the plat thereof recorded at Plat Book 5, page 69, in the public records of Duval County, Florida. CITY OF ATLANTIC BEACH r ) 800 SEMINOLE ROAD 5 z ATLANTIC BEACH, FL 32233 .4 W / y Jl, � INSPECTION PHONE LINE 247 -5814 Application Number 12- 00000059 Date 3/05/12 Property Address 353 7TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation . . . 500000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor MARTINEZ JUAN CARLOS & WECHTER SIGNATURE HOMES & DEVELOPMENT MARY ELLEN 731 DUVAL STATION RD 303 9TH STREET STE 107 -417 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 759 -9867 - -- Structure Information 000 000 NEW SINGLE FAMILY DWELLIN Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . PLUMBING NEW HOME Sub Contractor . CUSTOM PLUMBING AND TILE Permit Fee . . . 265.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/01/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247 -5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered y� with an c box with PERMIT IS 9I'R>9i'E>I" A IN'A F CE A H %SI Q PA I�,A C BKA UNDINAlyRL 'AND THE FLORIDA BUILDING CODES. S !.Lyr 1 : 6 el 'IZ CITY OF ATLANTIC BEACH AO j 800 SEMINOLE ROAD J 7, ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 �Jli.� Page 2 Application Number 12- 00000059 Date 3/05/12 Special Notes and Comments 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. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Contact Public Works (247 -5834) for Erosion and Sediment Control inspection prior to the start of construction. Other Fees STATE PLBG DCA SURCHARGE 3.98 STATE PLBG DBPR SURCHARGE 3.98 Fee summary Charged Paid Credited Due Permit Fee Total 265.00 265.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 7.96 7.96 .00 .00 Grand Total 272.96 272.96 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 - 5845 JOB ADDRESS: 35 . 77 1- i`f ,f' /'� l PERMIT # f 2- Uv5 9 NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE Bathtub 3 Q Clothes Washer Septic Tank & Pit Dishwasher i Shower Drinking Fountain Shower Pan Floor Drain Slop Sink Floor Sink Three Compartment Sink Hose Bibs 4 Toilet IP Urinal Kitchen Sink Laundry Tray Vacuum Breakers Water Connected Appliances Lavatory - Other Fixtures Water Heater Water Treating System 1 RE -PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE Bathtub Q Clothes Washer Septic Tank & Pit Dishwasher Shower Drinking Fountain Shower Pan Floor Drain Slop Sink Floor Sink Three Compartment Sink Hose Bibs Toilet Kitchen Sink Urinal Laundry Tray Vacuum Breakers Lavatory Water Connected Appliances Other Fixtures Water Heater Water Treating System CELLANEOUS: S ewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons (Requires 3 sets of plans) ❑ Lawn Sprinkler System - Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other 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 Plumbing Company 1-tS /cU/;- P/ ', 4 'r -4- ; /-P . Office Phone ' T 5 9S 7 Fax 6,.( 3 3 3 �— Co. Address: 0 i fry_ -„ t / City '- l et `x Stater/ Zip? 2 Z2 G License Holder (Print): Tion4S . 644.e- 1 ; State Certification/Registration # Ci=c AO/t/..-73,.y Votarize urcbAi rfpatwate tgd ;. �; MY COMMISSION t EE 057349 ` . EXPIRES: May 21, and subscribed before me this day of Thru Notary Public Un2015 der Q rn y f �`� V 20/t Signature of Notary Public 2341/25 3 3 77 3 7yv 0 Z M / 1 ! V 4.., N �; ii 1:10 C)MNCC o a Z L F— o L M • „oc. Q /fl V 7 cty 0 o W O � x L cr N YMLI_ 0) _ c L c W fa J X ( i 1.1 .1 ai o> o m` 0 a 8 c m o • o E c„ -- o o Q U 0 F -- Lake City • (386) 755 -3633 Fax • (386) 752 -5456 vtoTes• ail T E S TING I N' 1 Jacksonville K ° ENGINEERING & TESTING LABORATORY t PO. Box 1625, Lake City, FL 32056 -1625 . s. cortic' 4784 Rosselle St. • Jacksonville, FL 32254 JOB NO.: ' °°' ', DATE TESTED: 3 a' z REPORT OF IN -PLACE DENSITY TEST ASTM METHOD: (D -2922) Nuclear (D -2937) Drive Cylinder Other PROJECT: '`f c CLIENT: ,, 4. /4 - GENERAL CONTRACTOR: ---- EARTHWORK CONTRACTOR:------ SOIL l!SE (SEE NOTE): , SPECIFICATION REQUIREMENTS: TECHNICIAN: MODIFIED (ASTM D- 1557): ,,,-= STANDARD (ASTM D -698): TEST: DEPTH TEST TEST ELEV. PROCTOR WET DENS. DRY DENS. MOIST % NO LOCATION LIFT NO LBS.CU.FT. LBS.CU.FT._ PERCENT MAX. DENS. is ' ix a7 SOv ec rornr/ . f 7 1 e4 . : .5" -, a- 1 v - . t -. /c.s" , ! ?3 1' 5 7' 1 / Alec „/"C 6 9 ,rte,,. �if./� / � iJ C. REMARKS: PROCTOR NO. SOIL DESCRIPTION PROCTOR VALUE OPT. MOIST. r ;,,ti f n C 5 ci - NOTE: 1. Building Fill 2. Trench Backfill 3. Base Course 4. Subbase /Stabilized Subgrade 5. Embankment 6. Subgrade /Natural Soil 7. Other The test results presented in this report are specific only to the samples tested at the time of testing. The tests were performed in accordance with generally accepted methods and standards. Since material conditions can vary between test location and change with time, sound judgement should be exercised with regard to the use and interpretation of the data.