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Permit 844 Cavalla Rd -; r�rvt f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031388 Date 10/10/05 Property Address . . . . . . 844 CAVALLA RD Tenant nbr, name . . . . . . CHANGE FIXTURES Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERTY PARTNERS ALL CITY ELECTRICAL CONTRACT. 844 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 -------- --------- ----------------------------------- ------------- - Permit . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------x- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 s PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDf� () CG�►L ' CITY OF ATLANTIC BEACH = i 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r�Jif19 Application Number . . 08-00000821 Date 6/16/08 Property Address . . . . . . 844 CAVALLA RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc renew permit 05-30811 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OCCUPANT OWNER 844 CAVALLA ROAD ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/13/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -j1,yr �r CITY OF ATLANTIC BEACH J. ELECTRICAL PERMIT APPLICATION 'J J Date: Property Address: �- Owner: A-k'C 6i, -}-V Par+iiers L-LO- Telephone#: Contractor: l CA Q Ul '(�1'lam► Telephone#: y -0)3 Contractor Address: 13-76S b Kd �kV 3R,�H� Fax#: _3 jq - QhG a Contractor Signature: In consideration of permit give o oing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached s and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Of" Residence O Temp. ❑ New being done on this building f Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ -Addition Sq.Ft. .❑ Repair Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches -30 AhQS I ]An AMPS t Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si MiscellaneousJOSAT4L-1 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 1/04 S R CITY OF ATLANTIC BEACH Ifs 800 SEMINOLE ROAD -� ATLANTIC BEACH,FL 32233 . L INSPECTION PHONE LINE 247-5826 b Application Number . . . . . 05-00030637 Date 6/27/05 Property Address . . . . . . 844 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor -- - - ---- ----- --- -- ------ -- - -- --- ----- ----------- ATLANTIC PROPERTY PARTNERS R. B . SEYMOUR ROOFING INC 844 CAVALLA ROAD f 7225 CRANE AVENUE #49 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 993-0739 -------- -- -- ---- --- - ----------- -------------------- ---- - ------------- ------- Permit ROOF PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due --- ----- ---- ----- ---------- ---------- -- -------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4k4h- 16 _ r x. BUILDIN FICIAL i CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 2 Cy--WA--C4),- Date Heated Square Footage @$ per sq ft= $ Garage/ Shed @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ F per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ [coo i 4v r $ Remaining Value $6. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ f ZONING: + 1/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ �° v WATER DAPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IN TROVEMENT$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 0 GRAND TOTAL DUE: $ G LFq� r�A.t!✓Li1 � Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT L. Higgins `j 800 Seminole Road oerr Atlantic Beach,Florida 32233 IT (904)247-5800 (904)247-5845 Fax R E (�; E I V E f�S t www.coab.us CITY OF ATLANTIC LEACH 'f DUILOINIG t?, ZQr�1�n!r { I { PLAN REVIEW COMMENTS JUN 2 3 2005 Permit Application # OS 30& BY: Property Address: C^oA�":\ Applicant: 'R • t-4 c- )2. Ro O i-i KD<; Project: 00 f Th' permit application has been: Approved O�Reviewed and the following items need attention: Please re-submit your application when these items have been completed.' Reviewed By: ��' Date: 12�I Date Contractor Notified: w CITY OF ATLANTIC BEACH JUN 2{(Iil ROOFING PERMIT APPLICATION Date: �3-- 013 � (� �' Job Address: Owner of Property: Address: rephone: Contractor: 2 e -S"e mV tm— State License Number: C' C C —O S Po(3 Contractor's Address: S-�6 yr:�c3.22 - Telephone: 3-- © 7A.9 Fax: B Se v mm u✓ _� f O r+. Scope of Work: t\cr o U 43 Deck Slope: 3 Greater than 2:12 Less than 2:12 Valuation of work: / a Product Name (Example: Timberline): ee r Manufacturer(Example: GAF): ASTM Designation(s): k yra,z, Required Inspections: She g and Final Signature of Owner: Date: 6 2 3 O Signature of Contractor: Date:_ d 3 p S� AS TO OWNER: Sworn to and subscribed before me this Aoo� day of J Ju✓�` ,20 State of Florida,County of Duval _ Notary's Signature: HAROLD MATTHEWS MY COMMISSION#DD 397843 [personally known ` EXPIRES:May 14,2009 D Produced identification Bonded rnm rooary PubBc undervrtlters Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this �"3 day of 3j dg ,20 b State of Florida,County of Duval tary's Signature: a nally known � s HAROLD oduced identification: MY COMMISSION#DD 397843 EXPIRES:May 14,2009 Type of identification produced Bonded rnm Mamry Public Und rwrners 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatlantic-beach.fLus Page 1 Revised 2121/03 r CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD f' !' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031892 Date 12/28/05 Property Address . . . . . . 844 CAVALLA RD Tenant nbr, name . . . . . . INSTALL AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ -------------- -- -------- DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 (904) 241-3785 ----- ----- --------------------------------------------- ----- -- -------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------------- - - -------- -- --- - - ---- - --- ------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL JJI ( ✓�- CITY OF ATLANTIP#,, Y Jt �l MECHANICAL PERMIT APPLZCATON.: Date: 0 Property Address: L)OL401111do Owner: AA AA o Telephone#: s' Contractor: 1) � Telephone M. 2 � . Contractor Address: 157 AUe �e5t,,� . Faz#: ��f! 2�-( v Contractor Signature: t In conaideratiof permit�ivw for doing We work u described due above statemenut,we hereby pane to parforeo said 1a accordance with the attached plans and specifications which aro a part hemof and in accordance with than City of Atlantic Beach ordinancap,pxt stiaodards of good Practice listed drain. Type of Heating Fuel: If other construction is beim dopa on this building or site list the building permit number: ' Ste I O I.P Natural Central Utility O Oil F O Other—Spccify MECHANICAL EQUIPMENT TO BE INSTALLED- NATURE OF WORK Heat Space _Recessed � Floor O Residential 0 Air Conditioning: _RoomCentral i 0 Duct System: Material �,.Thickness O Commercial Maximum capacity cfm 0 New Building, 0Refteration O Cooling Tower:Capacity —um 0 CI .Fire Sprinklers:Number of Heads O :Elevator. i_ Manlift Escalator (Number) O Replacement of Bxistiag Syatera `. o " Gasoline Pumps (Number) Cl New Installation " o Tanks (Number) osn �. Ct LPG Containers (Number) (No system previously in.4tallod) O Unfired Pressure Vessel CI Extension or Add-on to Existing Symem 0 Boilers .0'. ?.Gas Piping 0 Other-Specify •` . 0. :Other—Specify LIST ALL EQUIPMENT AM CONDMONING,REFRIGERATION EQUIPMENT&CONDENISOR'S " Nwuber Units Description Modal M Mannfaaturer Ton's APpro y. � ,� a 'HEATING—FURNACES,BOtLERS-FIREPLACES dt AM HANDLER'S Appmvb4 4 -'Nu mbgr Units Description Model d Manufacturer BTU's Agency { $ TANKS Nominal Capacity Type Liquid 3ernal Approvtns ¢ How do Dimensions Contained Manufacturer No. Agency s ' r 800 Seminole Road•Atlantic Beady Florida 32233-5445 Phone:(904)247-59009 Fax: (904)247-W5* httip://www.cf.stiantic-bglch.n.0 s ; Revised l/04 0 4 SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �' s) ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Vj31 Application Number . . . . . 05-00030811 Date 8/17/05 Property Address . . . . . . 844 CAVALLA RD Tenant nbr, name . . . . . . INT REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor -------- ---------- ------ -------- ---------------- ATLANTIC PROPERTY PARTNERS UKON CONSTRUCTION COMPANY INC 844 CAVALLA ROAD 1745 SAN MARCO BLVD - APT #2 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 626-3824 -------------------- -------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 15000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 155 . 00 155 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 155 . 00 155 . 00 . 00 . 00 s PERMIft APPROVED ONLY CC ANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUODES. 1148L. C %& BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: j BUILDING / ZONING DEPARTMENT Hi ins r� 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Cl Property Address: e3L4`-k C11161vilivL-L� 1� - Applicant: cro—>Tf z- C' Project: T This pe it application has been: AW . .. ' proved 7 view ad thef owing it s need attention: t,( fZ -"tae- 2'Irv'ec> 2 `tit2 W Please re-submit your application when these items have been completed. By: AOs- Reviewed B Date: Date Contractor Notified: CITY OF ATLANTIC BEACH =E BUILDING PERMIT APPLICATION (Alterations &Additions) I?ate: 07/07/05 Job Address: 844 Cavalla Rd Owner of Property: Atlantic Property Partners ti.0I111 4 4r Address: 1328 north Third Street Jacksonville Beach,FL 32250_ Telephone: _904.247.7414 1 Legal Description: Block Number: _26 Lot Number: 7 Zoning;District: Contractor: State License Nutter: Contractor Address: Telephone: Fax: Describe proposed use and work to be done: Renovation-reside the exterior, install new windows,re-floor interior,paint/repair drywall,install new cabinets Present use of land or building(s): es Valuation of proposed construction: 15,000 What are the dimensions of the added spa _n/a feet x n/a feet Will the added area be heated and cooled? n/a New electrical or increase in service? n Add plumbing fixtures? n Add fireplace? n Add heating/air conditioning? n Is approval of Homeowner's Association or other private entity required? _n If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? X NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. X NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all in ion provided with this lication is correct. . Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true a co ct and that the pl ns and supporting data have been or shall be provided as required. Signature of Contractor: Date: 7•Z •�S' 4L G-1 Ir Address and contact in tion of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this_ 7day of ��a 1/ ,206r)• State of Florida,County of Duval r s MYCOMMIS M# DD1Haynes13 EXPIRES Notary's Signature: August 19,2006 ¢F soNOEonlRuTROY FAIN NVrilRANCEINC 6/personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ........... JEANNE M.SHAW MY COMMISSION#DD 435986 ❑ Personally known ., EXPIRES:May 31,2009 Produced identification f; awlal rnru Nwery public underwriters Type of identification produced r`�" �v 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST w (For Alterations/Additions) APPLICATION CHECKLIST/REQUIRED SUBMITTALS 1. Building Application Form 2. Four complete sets of plans including detailed site plan 3. Recent survey 4. Owner/Builder Affidavit (required when owner acts as contractor) 5. Energy Sheets 6. Construction Site Management Plan 7. Recorded Notice of Commencement 8. Tree Removal Application if trees are to be removed or relocated SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up: Framing, Rough Electric, Mechanical and Plumbing. (This is different from other jurisdictions) 5. Insulation 6. Final Inspection (includes drainage, trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/04 • Exterior o Siding • Replace all existing wood siding and repair existing wood rot/damage. Install new vapor barriers and install lap siding. Replace all windows including enlarging upstairs openings in front and read bedrooms. Replace siding in the rear including installing windows and or doors so that all units are similar in the rear. Repair/install floodlights above each unit's door. Install dryer exhaust vent. • Install over the stucco: Ix4 furring strips and then sheet with OSB, install vapor barrier and hardiboard lap siding. • Install `Breaks' (2x4)between stucco and wood transitions where there will be a depth difference due to covering stucco with hardiboard • Trim out around all windows and doors with uniform trim (lx4) • Replace all 4X4 posts on front porch with decorative porch posts • Replace porch lights with new fixtures • Replace all exterior doors with new doors and screen doors. • Prepare storm shutters with anchors in trim and pre drilled screw holes in plywood according to Atlantic Beach code o Prepare and paint • Prepare entire exterior for paint: Calk all seams and joints; cover any showing nails. Prime Entire Exterior. • Paint Entire exterior, 2 colors for body and trim, ensuring even coating and coverage o Landscape • Re grade the front yard so that there is a cGhsistent 5-degree slope away from the unit toward the street. • Lay new sod in the front yard4t • Install new split rail fencing in the front yard 3 feetfoaRjokd to accommodate egress • Plant trees in between units • Clean and seal asphalt in rear of units, paint parking spaces at an angle so that there is room to park in rear/sides • Install new fencing between units and building • Interior o Baths • Replace sub floor where necessary • Install new tub, tile shower walls, finish drywall, install new vanity light, and exhaust fan. o Repair/Replace drywall • Finish upstairs ceilings with new smooth layer of 5/8" drywall to finish firewalls. Create scuttle hole above stairs in each unit. (The new layer of 5/8" drywall can be installed over the existing ceiling or the existing ceiling may be removed and the new 5/8"may be installed. • Repair/Replace walls as necessary • Install layer of 5/8"drywall on the `soffit box' in the kitchen to finish the firewall there. • Install extension screws where necessary to ensure outlets are flush with wall surface. o Flooring • Remove all old the in downstairs of units. • Tile with a travertine style tile: Entryway and hall to kitchen, dining area and kitchen area. Floor in the rear enclosure. Bathroom floors. (Leave living room area for carpet as well as stairs & upstairs) • All tile work to be installed level with no dips or rises. All tile work to have a '/4" grout line and straight. o Finish trim work • Install baseboard throughout units with quarter round where necessary. • Install doors on closets and replace where necessary throughout units. • Install new ceiling fans in bedrooms • Install sliding glass doors between kitchen and porch o Back Room • Finish back room with two layers of 5/8" sheetrock on walls between units, a layer of 5/8" on the ceiling and remaining walls. • Install bi-fold doors in front of laundry area o Prime and Paint • Prime all walls as needed • Paint all walls with selected paint color • Paint all trim in trim paint Hardiplank'Lap Siding James Hardie® Building Products INSTALLATION INSTRUCTIONS APRIL 2005 SELECT CEDARMILL©-SMOOTH-COLONIAL SMOOTH@-COLONIAL ROUGHSAWN®-BEADED CEDARMILL BEADED SMOOTH-STRAIGHT-EDGE SHINGLE PLANK© IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS MAY AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY. HANDLING & STORAGE: As RECOMMENDED CUTTING INSTRUCTIONS Store flat and keep dry prior OUTDOORS INDOORS to installation.Installing 1.Position cutting station so that wind will blow dust away from user or 1.Position cutting station in well-ventilated area;otherwise,additional siding wet or saturated may others in work area. mechanical ventilation(e.g.box fan,HEPA vacuum,etc.)is required g y 2.Use one of the following methods based on the required cutting rate: 2.Cut only using score and snap,or shears(manual,electric or pneumatic). result in a.Best: 1.Score and snap shrinkage ii.Shears(Pneumatic or Handheld) -NEVER use a power saw indoors b.Better: i.Oust reducing circular saw equipped with NEVER use a circular saw blade that does not carry the Hardiblade logo at butt Hardiblade and HEPA vacuum extraction NEVER dry sweep joints. c.Good: I.Dust reducing circular saw with Hardiblade Carry planks on edge. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or protection levels,you should always consult a qualified industrial hygienist. FRAMING REQUIREMENTS: Hardiplank®lap siding can be installed over braced wood or steel studs spaced a figure 1 Double Wall Single Wall maximum of 24"o.c.or directly to minimum 7/16"thick OSB sheathing.Hardiplank Construction Construction lap siding can also be installed over foam insulation up to V thick.t Irregularities In weather-resistive barrier framing,sheathing,and/or foam insulation can mirror through the finished application. let-in bracing plywood or 24"O.C.max. The use of a Weather-resistive barrier is required in frame construction with siding. OSB sheathing James Hardie recommends the use of asphalt saturated felt or equivalent non-woven, non-perforated,vapor permeable building paper or housewrap.Note:James Hardie does not recommend the use of water repellant wood based panel sheathing as the primary weather resistive barrier.The weather resistive barrier must be appropriately incorporated with penetration and junction flashings.Materials must be lapped such that water will drain down and to the outside.James Hardie will assume no responsibilty for water infiltration within the wall. The first course of any wall should be installed over a 114"lath strip to ensure . a consistent plank angle(see figure 1). Blind nailing Hardiplank r stud 1"from weather-resistive plank top ° barrier eather-resistive barrier 3/8"from fastener plank edge 1l4"thick lath strip I ° ° I leave appropriate gap between plank and trim,then caulk* 1 Space plank according to joint treatment either in *moderate contact °moderate contact"(joints not caulked)or in accordance with the caulking manufacturer's written application instructions(joints caulked),see detail at right. t For application over foam insulation,the length of the specified fastener shall be increased by the thickness of the foam insulation. WARNING:AVOID BREATHING SILICA DUST James Hardie products contain respirable crystalline silica which is known to the State of California to cause cancer. Inhalation of respirable silica can cause silicosis(a disabling lung disease),lung cancer, and has been linked,therefore,to death. When drilling,cutting,sanding,or grinding products during installation or handling:(1)Work outdoors where feasible,(2)Wear a dust mask,or use a NIOSHIMSHA approved respirator whenever US OSHA PEL is exceeded or as required by applicable law,(3)Warn others in area,(4)During clean-up,never dry sweep.According to some medical experts,and the US Surgeon General,cigarette smoking can significantly increase your likelihood of contracting lung-related diseases,including silica-related lung diseases. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1.800-9HARDIE. FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 Install Hardiplank®lap siding in compl- At the juncture of the roof and vertical sur- Hardiplank lap siding can be installed directly to masonry iance with local building code require- faces,flashing and counterflashing shall be block.Hardiplank siding can aslo be installed to concrete ments for clearance between the bottom provided per the roofing manufacturer's construction when the wall is furred out with wood framing edge of plank and the adjacent finished Instructions.Provide a minimum of a 2" or minimum No.20 gauge steel framing anchored to the grade(see Important Note). clearance between the roofing and bottom wall.Framing can be spaced up to 24"OC.Consult stud edge of siding. applicable code compliance report for recognized weather-resistive application to masonry block.A weather-resistive barrier barrier 2" is recommended between the framing and the siding. concrete foundation weather- resistive a barrier i' a �4 1/4"thick Hardiplank® wood or metal EO lath strip lap siding flashing furring IMPORTANT NOTE •Install James Hardie®products with a minimum 6"clearance to the earth on the exterior of the building or in accordance with local building codes if greater than 6"is required. •Maintain a minimum 2"clearance between James Hardie®products and roofs,decks,paths,steps and driveways. •Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. •Do not install Hardiplank®lap siding,such that it may remain in contact with standing water. FACE NAIL: (All Lap Products) * figure 5 BLIND NAIL: figure 6 Corrosion Resistant Nails (galvanized or stainless steel) Corrosion Resistant Nails (galvanized or stainless • 6d (0.113"shank x 0.267"HD x 2"long) steel) •Siding nail (0.089"shank x 0.221" HD x 2" long) • Siding nail (0.089"shank x 0.221" HD x 1-1/4"long • Siding nail (0.091" shank x 0.221" HD x 1-1/2"long) $ • 11 ga. roofing nail (0.121"shank x 0.371" HD x 1-1/ long) Corrosion Resistant Screws Corrosion Resistant Screws • Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" HD x •Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" 1-5/8"long)Screws must penetrate 1/4"or 3 threads into HD x 1-5/8"long)Screws must penetrate 114"or 3 metal framing. threads into metal framing. Corrosion Resistant Fasteners Corrosion Resistant Fasteners • ET& F pin (0.100"shank x 0.25" HD x 1-1/2" long) • ET&F PanelfastTM (0.100"shank x 0.313" HD x 1-1/2"long) stud 24" -----' �.c.max. 1114"min. stud 24 o.c.max. overlap weather-resistive barrier ° � *moderate contact blind nail 3/4"-1 _ - - - Minimum overlap ° for Both Face ° face nail and Blind Nailing 4 � weather-resistive min. 11/4" overla11/4" � weather-resistive barrier p min. barrier t overlap *moderate contact x When face nailing to OSB,planks must be no greater than 9112"wide and fasteners must be 12"o.c.or less. '*See Fastening Requirements. FASTENING REQUIREMENTS: Fasteners must be corrosion resistant,galvanized,or stainless steel, • Consult applicable code compliance report for correct fasteners type and Electro-galvanized are acceptable may exhibit premature corrosion. placement to achieve specified design wind loads and shear values. James Hardie recommends the use of quality,hot-dipped galvanized • NOTE:Published shear values and wind loads may not be applicable to all nails. James Hardie is not responsible for the corrosion resistance of areas where Local Building Codes have specific jurisdiction.Consult James fasteners. Stainless steel fasteners are recommended when installing Hardie Technical Services if you are unsure of applicable Building Code James Hardie products near the ocean,large bodies jurisdiction. of water,or in very humid climates. Do not use • Drive fasteners perpendicular to siding and framing. aluminum fasteners,staples,or clipped head • Fastener heads should fit snug against siding(no air space).(Fig.A&B) nails. • Do not over-drive nail heads or drive nails at an angle. DO NOT • If nail is countersunk,caulk nail hole and add a nail.(Fig.C) PNEUMATIC FASTENER: STAPLE • Under driven nails should be hit flush to the plank with a hammer. Hardiplanke lap siding products can be hand nailed or fastened with a pneumatic tool. Snug Flush Pneumatic fastening is highly recommended. Set air pressure so that the fastener is drivenCountersunk, snug with the surface of the siding.A flush mount attachment on the pneumatic tool is ® ® Caulk& recommended. This will help control the depth the nail is driven.If setting the nail depth add nail proves difficult,choose a setting that under drives the nail. Hit the under driven nails snug do not under with a smooth faced hammer.Do not over drive nails into Hardiplanks lap siding. figure A figure B figure C drive nails COVERAGE CHART/ESTIMATING GUIDE 1. Figures shown are in pieces-all 12 long 2. 5%cutting and fitting waste factor included 3. Computations based on minimum overlap of 1-1/4 4.Actual usage subject to variables such as building design and installers COVERAGE AREA LESS HARDIPL.ANK® SIDING WIDTH OPENINGS 5-1/4" 6-1/4" 7-1/4" 7-1/2" 8" 8-1/4" 9-1/4" 9-1/2" 12" (exposure) (4) (5) (6) (6-1/4) (6-3/4) (7) (8) (8-1/4) (10-3/4) 100 sf 1 SQ 26 21 18 17 16 15 13 13 10 200 sf 2 SQ 53 42 35 34 31 30 26 25 20 300 sf 3 SQ 79 63 53 50 47 45 39 38 29 400 sf 4 SQ 105 84 70 67 62 60 53 51 39 500 sf 5 SQ 131 105 88 84 78 75 66 64 49 600 sf 6 SQ 158 126 105 101 93 90 79 76 59 700 sf 7 SQ 184 147 123 118 109 108 92 89 68 800 sf 8 SQ 210 168 140 134 124 120 105 102 78 900 sf 9 SQ 236 189 158 151 140 135 118 115 88 1000 sf 10 SQ 263 210 175 168 156 150 131 127 98 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107 1200 sf 12 SQ 315 252 210 202 187 180 158 153 117 1300 sf 13 SQ 341 273 228 218 202 195 171 165 127 1400 sf 14 SQ 368 294 245 235 218 210 184 178 137 1500 sf 15 SQ 394 315 263 252 233 225 197 191 147 1600 sf 16 SQ 420 336 280 269 249 240 210 204 156 1700 sf 17 SQ 446 357 298 286 264 255 223 216 166 1800 sf 18 SQ 473 378 315 302 280 270 236 229 176 1900 sf 19 SQ 499 399 333 319 296 285 249 242 186 2000 sf 20 SQ 525 420 350 336 311 300 263 255 195 2100 sf 21 SQ 551 441 368 353 327 315 276 267 205 2200 sf 22 SQ 578 462 385 370 342 330 289 280 215 2300 sf 23 SQ 604 483 403 386 358 345 302 293 225 2400 sf 24 SQ 630 504 420 403 373 360 315 305 234 2500 sf 25 SQ 656 525 438 420 389 375 328 318 244 2600 sf 26 SQ 683 546 455 437 404 390 341 331 254 2700 sf 27 SQ 709 567 473 454 420 405 354 344 264 2800 sf 28 SQ 735 588 490 470 436 420 368 356 273 2900 sf 29 SQ 761 609 508 487 451 435 381 369 283 3000 sf 30 SQ 788 630 525 504 467 450 394 382 293 PATCHING CAULKING PAINTING Dents,chips and cracks can be filled with For best results use a latex sealant that complies It is recommended that James Hardie products be a cementitious patching compound. with either ASTM C834 or ASTM C920(Grade NS, painted with 100%acrylic topcoats. Do not paint Class 25).Caulking should be applied in accordance when wet.For application rates refer to paint with the caulking manufacturer's written instructions. manufacturers specifications. Back-rolling is recommended if the siding is sprayed. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405,Hardiplank lap siding is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings. Hardiplank lap siding is also recognized for application in the following: City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02.0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. 'American prom " !!11 tINDOW an�N COMPANY MADE IN THE U.S.A. SERIES 2900 VINYL SINGLE HUNG WINDOW - Window Size, Rough Opening,Clear Opening and Glass Size Information 2i6 x 3/0 30 x 36 301/2 x 361/2 25 x 131/2 2.34 257/8 x 16 5.25 2/6 x 3/2 30 x 38 301/2 x 381/2 25 x 141/2 2.52 25 718 x 17 5.60 2/6 x 3/8 30 x 44 301/2 x 441/2 25 x 171/2 3.04 257/8 x 20 6.64 2/6 x 3/10 30 x 46 301/2 x 461/2 25 x 181/2 3.21 257/8 x 21 6.99 216 x 410 30 x 48 301/2 x 481/2 25 x 191/2 3.39 257/8 x 22 7.34 2/6 x 412 30 x 50 301/2 x 501/2 25 x 201/2 3.56 257/8 x 23 7.68 2/6 x 4/4 30 x 52 301/2 x 52 1/2 25 x 21 1/2 3.73 257/8 x 24 8.03 2/6 x 4/6 30 x 54 301/2 x 541/2 25 x 221/2 3.91 257/8 x 25 8.38 2/6 x 5/0 30 x 60 301/2 x 601/2 25 x 251/2 4.43 257/8 x 28 9.42 2/6 x 5/2 30 x 62 30 112 x 62 112 25 x 261/2 4.60 25 7/8 x 29 9.77 2/6 x 5/6 30 x 66 301/2 x 661/2 25 x 281/2 4.95 257/8 x 31 10.46 2/6 x 6/0 30 x 72 301/2 x 721/2 25 x 31 1/2 5.47 257/8 x 34 11.50 2!6 x 612 30 x 74 301/2 x 74 112 25 x 32 112 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 301/2 x 84 112 25 x 371/2 6.51 25 718 x 40 13.59 r: XT 3/0 x 3I0 36 x 36 361/2 x 36 112 31 x 131/2 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 381/2 31 x 14112 3.12 31 7!8 x 17 6.94 3/0 x 3/8 1 36 x 44 361/2 x 441/2 31 x 171/2 3.77 31 7/8 x 20 8.23 3/0 x 3110 36 x 46 361/2 x 461/2 31 x 181/2 3.98 31 7/8 x 21 8.66 3/0 x 4/0 36 x 48 361/2 x 481/2 31 x 191/2 4.20 31 718 x 22 9.10 3/0 x 4/2 36 x 50 361/2 x 501/2 31 x 201/2 4.41 31 718 x 23 9.53 3/0 x 4/4 36 x 52 361/2 x 521/2 31 x 21 1/2 4.63 31 7/8 x 24 9.96 3/0 x 4/6 36 x 54 361/2 x 541/2 31 x 221/2 4.84 31 7/8 x 25 10.39 7`r 3/0 x 5/0 36 x 60 36112 x 60 112 31 x 251/2 5.49 317/8 x 28 11.68 .� 3/0 x 5/2 36 x 62 361/2 x 621/2 31 x 261/2 5.70 31 7/8 x 29 12.11 3/0 x 5/6 36 x 66 36 1/2 x 66 1/2 31 x 28 1/2 6.14 31 7/8 x 31 12.97 3/0 x 6/0 36 x 72 361/2 x 72 1/2 31 x 31 1/2 6.78 31 7/8 x 34 14.26 3/0 x 6/2 36 x 74 36112 x 741/2 31 x 321/2 7.00 31 7/8 x 35 14.69 3/0 x 7/0 36 x 84 361/2 x 841/2 31 x 371/2 8.07 31 7/8 x 40 16.85 i I Effective 1/1/03 Page 29-31 American g� Craftsman / WINDOW and DOOR COMPANY MADE IN THE U.S.A. SERIES 2803 VINYL SLIDING WINDOW 3 PANEL EQUAL LITE Window Size,Rough Opening,Clear Opening and Glass Size Information 6/0 x 2/0 72 x 23 721/2 x 23 1/2 1813/16 x 177/8 2.34 223/4 x 187/8 8.20 6/0 x 310 72 x 35 721/2 x 351/2 1813/16 x 297/8 3.90 223/4 x 307/8 13.67 6/0 x 316 1 72 x 41 72 112 x 411/2 1813/16 x 357/8 4.69 22 314 x 367/8 16.41 6/0 x 3/8 72 x 43 721/2 x 431/2 1813/16 x 377/8 4.95 223/4 x 387/8 17.32 6/0 x 3/10 72 x 45 721/2 x 451/2 1813/16 x 397/8 5.21 22314 x 407/8 18.23 6/0 x 410 72 x 47 721/2 x 471/2 1813/16 x 41 7/8 5.47 223/4 x 427/8 19.14 6/0 x 4/2 72 x 49 72 112 x 491/2 1813116 x 43 7/8 5.73 223/4 x 44 718 20.05 6/0 x 4/4 72 x 51 721/2 x 51 1/2 1813/16 x 457/8 5.99 223/4 x 467/8 20.96 6/0 x 4/6 72 x 53 72 1/2 x 53 1/2 1 1813/16 x 477/8 6.25 223/4 x 487/8 21.88 72 x 59 721/2 x 59 112 11813/16 x 537/8 7.04 223/4 x 547/8 24.61 `^l y 8/0 x 2/0 96 x 23 961/2 x 231/2 26 13/16 x 17 7/8 3.33 30 3/4 x 18 7/8 11.20 8/0 x 3/0 96 x 35 961/2 x 351/2 2613/16 x 297/8 5.56 303/4 x 307/8 18.67 8/0 x 3/6 96 x 41 96 112 x 41 112 2613116 x 357/8 6.68 30 314 x 367/8 22.41 8/0 x 3/8 96 x 43 961/2 x 431/2 2613/16 x 377/8 7.05 303/4 x 38 718 23.65 8/0 x 3/10 96 x 45 961/2 x 451/2 2613/16 x 397/8 7.42 303/4 x 407/8 24.90 810 x 410 96 x 47 961/2 x 471/2 2613/16 x 41 7/8 7.80 303/4 x 427/8 26.14 8/0 x 4/2 96 x 49 961/2 x 491/2 2613/16 x 437/8 8.17 303/4 x 447/8 27.39 8/0 x 4/4 96 x 51 961/2 x 51 1/2 26 13/16 x 457/8 8.54 303/4 x 467/8 28.63 8/0 x 4/6 96 x 53 961/2 x 531/2 2613/16 x 477/8 8.91 303/4 x 487/8 29.88 810 x 510 96 x 59 96 112 x 591/2 26 13/16 x 537/8 10.03 303/4 x 547/8 33.61 NOTES: •BOLD Nominal Window Sizes meet egress criteria of: Min 20"net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area •Visible glass size is combined area of left,right,and center lites of glass. Effective 111/03 Page 29-14 RW �R W Building Consultants Inc. B C Consulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsinihe 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL-107F Silverline Building Products, Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window, Series/Model 2900. Maximum Overall Nominal Size:up to 48"a 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered comers. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070" +/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. Both the meeting rail and fixed rail are reinforced with steel"U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Report No. CerfifyingTacbnician Uniform Static February 16,1999 01-34085.01 ASTM E330 Air Pressure ATI—Yark,PA November 10,1999 01-36126.01 Aim Fodor ASTM F5 88 Forced Fntry ATI—York,PA Febnuryy 16,1999 0 O 1 Adam Fodor November 10,1999 1 A. ASTM E547 Penetration ATI—York,PA February Novem16,1999 1999 O 1-36 2G. h Adam Fodor ASTM E283 Air Infiltration An—Yom,PA February 16,1999 01-34085.01 Fodor November 10,1999 01-36126.01Itoara Design Pressure Ratings: Configuration Glass Maximum Size Desilp Pressure Ratings Single Hung Window 1/8"Ann.-Air Space-118"Ann. Up to 48"X 84" +30.00 psf -30.00 paf Single Hung Window 1/8"Ann.-Air Space-1/8"Am. Up to 44"X 62" +45.00 paf -45.00 psf Single Hung Window 1/8"Ann.-Air Space-118"Ann. Up to 36"X 62" +50.00 psf -50.00 psf Single Hung Window 1/8"Ann.-Air Space-118"Ann. Up to 38"X 60" +50.00 psf -50.00 psf Installation and Anchoring: See reverse side this page Use 1.Evaluated for use in locations adhering to the Florida Buildidg where}pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Stru�4dad o t ,,xc-& be design pressure ratings listed k{. above. 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC se J1707.4.4 Anchorage Methods and sub-sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained i Certification: Florida Professional Engineer - Seal No.43409 May 23,2002 Lyndon F.Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW MAXIMUM SIZE UP TO 48" x 84" �J I FRAME I I tQ 2 M] • s i 0 #10 x 2 1/4" SHEET METAL SCREW 0 0 cc � #10 x 2 1/4" SHEET METAL SCREW SIDE JAMB SILL HEAD JAMB #10 x 2 1/4" SHEET METAL SCREW DWG. #SLSH-404 R- W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL-11OF-R Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window,Series/Model 2900 With Nailing Flange. Maximum Overall Nominal Size: up to 48"x 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered corners. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. *In these units both the meeting rail and fixed rail are reinforced with steel "U"channel. **In this unit the stiles utilize an extruded aluminum formed steel channel reinforcement and both the meeting rail and fixed rail are reinforced with steel "U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Report No, Certifying Technician Uniform Static February 16,1999 01-34085.01 Adam Fodor ASTM E330 Air Pressure AM—York,PA November 10,1999 01-36126.01 Adam Fodor November 19 2002 01-43155.01 Joseph A.Reed P.E. February 16,1999 01-34085.01 Adam Fodor ASTM F588 Forced Entry ATr—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 01-43155.01 Joseph A.Reed,P.E. Water February 16,1999 01-34085.01 Adam Fodor ASTM E547 Penetration ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November 19 2002 01-43155.01 Joseph A.Reed P.E. February 16,1999 01-34085.01 Adam Fodor ASTM E283 Air Infiltration AT!—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 01-43155.01 Joseph A.Reed,P.E. Design Pressure Ratings: Configuration Glass Maximum Size Design Pressure Ratings Single Hung Window 1/8"Ann.-Air Space 1/8"Ann. Up to 48"X 84" +30:00 psf =30.00 psf Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 44"X 62" +45.00 psf -45.00 psf Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 36"X 62" +50:00 psf -50.00 psf* Single Hung Window 118"Ann.-Air Space-1/8"Ann. Up to 38"X 60" +50.00 psf -50.00 psf* Single Hung Window 1/8"Ann.-Air Space 1/8"Ann. Up to 36"x 74" 1 +50.00 psf -50.00 psf** Installation and Anchorins: See reverse side this page Use ,. 1.Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.42)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained. 2� T Certification: Florida Professional Engineer - Seal No.43409 March 19,2003 Lyndon F.Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW W/ NAILING FLANGE MAXIMUM SIZE UP TO 48" x 84" 10" MAX. N O.C. N � U a O a O O O #8 x 2" SHEET METAL SCREW, TYP. 4" -� 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAM*x2l" SILL #8 x 2" SHEET HEAD JAMB ET METAL SCREW METAL SCREW DWG. #SLSH-411 MODEL DESIGNATION: Silverline Series 2900 Single Hung Window 2i MAXIMUM OVERALL NOMINAL SIZE Single up to a maximum of 48' x 84" MASONRY LINTEL M,6 2. DESIGN PRESSURE RATING Anchors� 48" x 84' Positive 30.0 PSF Negative 30.0 PSF 0" MIN. T C) c� 44" x 62' Positive 45.0 PSF Negative 45.0 PSF r I x 2 Up to 38" x 60' Positive 50.0 PSF Negative 50.0 PSF 3 0 cc FURRING t 0 U) Up to 36' x 74" Positive 50.0 PSF Negative 50.0 PSF z 0 0 r) Windows: Design Pressure Ratings Vary; See DRYWALL Lj �c U rt Corresponding AAMA Test Report or Dade u_ C L' NOA or Florida P.E. Evaluation. SILICONE 0 U_ USABLE CONFIGURATIONS 0 CAULK -0 0 x 6 SUB–SUCK -2 __J SILICONE CAULK o 10 GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The HEADER JAMB wolf thickness through which the anchor screw MAX 0.25' MIN. penetrates in the head and side jambs, is 0.070". SHIM.SPACE EMB. - -----------t6' HEAD JAMB 2.5"x 3116'MIN. MASONRY CN & TAPCON TYPE ANCHOR SILICONE 0 00 MAX. 0.25" SHIM 2-5 x 3116"MIN- 0 FRAME Q_0_y TAPCON TYPE ANCHOR -0 QU tM > If,= SEE NOTE CO 3 BELOW SIDE JAMB SILICONE CAULK (5 z 0- LD 1 X 6 Sue–BUCK UJ V) INTERIOR DRYWALL SASH TRACK 2C) MAX. 0.25- FURRING E 71ING RAIL LLJ L SHIM SILICONE CAULK M /_ /--, CTR LINE INSIDE STOOL _J SILICONE SHIM CAULK ac z rf-VERTICAL JAMB MASONRY I-. 2'FURRING W - �w __J SILL DRYWALL (-D 0 CZ EXTERIOR x V1 S; SASH MACK II I2 Cr SILL 7.625- 0 co LL NO 1. This installation has been evaluated for use in locations adhering to the Florida Building Code euiLaNa and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 813.659.9197 2. For installations where the sub–buck is less than 1-112"(FI3C section 1707.4.4 Anchorage Methods oAw- 5/10/02 and sub–sections 1707.4.4.1 and 1707.4.4.2 Topcon type concrete anchors must be used and the SCALL N.T.S. length must be such that a minimum 1-1/4"engagement at the Topcon into the masonry wall is obtained. DWG.13Y. TJH 3. When installing a window that is 36"or less in width, the centerline screw at the head may be eliminated. Ow.ay: R.W. 4. Wall dressing at exterior flanges By Others DRAWING No' 48" MAX. OVERALL FRAME WIDTHJ 5. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0'clearance from mortar joints. SL-4048— SHEET_1 OF MODEL DESIGNATION: Silverline Series 2900 Single Hung Window - - 3"x 3/16' TAPCON o MAXIMUM OVERALL NOMINALSI MASONRY LINTEL N 2.0" TYPE ANCHOR Single up to a maximum of 48" x 84" w MIN. DESIGN PRESSURE RATING: Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF '*SrH'1A.4 FURRING q.O 44" x 62" Positive 45.0 PSF Negative 45.0 PSF : D Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF d' Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF u In 0 LO Windows: Design Pressure Ratings Vary; See SILICONEDRYWALL r O CAULK 01 Z rn�f Corresponding AAMA Test Report or Dade e w u w NOA or Florida P.E. Evaluation. USABLE CONFIGURATIONS: 0 g m2 x 6 SUB-BUCK a w N X M wILICONE CAULK T GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The HEADER JAMB o In 0.25" � a, wall thickness through which the anchor screw SPACEpenetrates in the head and side jambs is 0.070". HEAD JAMB3/4"PAN HEAD 1.33"MIN. d �� SHEET METAL SCREW EMB. MASONRY 6"� SILICONE CAULK a CN A. U MAX. 0.25 00" ;=:.y-, h O t, SHIM -::•":; U _ J10 x 1 3/4" PAN HEAD Ci}�:. -gyp �z o` ! 4 SHEET METAL SCREW a.O Y O L 3 E NOTE BELOW - ✓-r'` m�_ -'.'. 110 x 1 3/4 SIDE JAMB SHEET METAL SCREW WINDOW FRAME SILICONE CAULK `" ; r > C 02 _ cnoza O - TO BUCK 3"x 3/16 TAPCON I W TYPE ANCHOR INTERIOR ?:f LU - SAH RACK 2 x 6 SUB-BUCK _ Z } 7 .-� `. DRYWALL tY MEETING RAILMAX025' FURRING 1.25" MIN. U ON LL CTR UNE SHIM SILICONE CAULK EMB. UJ O 3 INSIDE STOOL Z O Q - SILICONE CAULK SHIM O ::) O Of LJ VERTICAL JAMB O ~ = Z } MASONRY 1'x 2'FURRING _ (if Y W p .rat n SILL -. . DRYWALLQD U } X EXTERIOR - Z LU Z Z_ Ax < SASH TRACK ... _ X O X 0. 3"X 3/16"TAPCON SILL II W 1`EJ U BUCK TO MASONRY � Y` 7.625" Q W �BVILDING • CONSULTANTS, INC ' ' �° 813.659.9197 i.T NOTE: 1. This installation hos been evaluated for use in locations adhering to the Florida Building Code oA>E and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings 5/10/02 SCALE N.T.S. and Other Structures do not exceed the design pressure ratings listed herein. DK.e+: TJH 2. When installing a window that is 36"or less in width, the centerline screw at the head may be eliminated.LL cEwc R.W.3. Wall dressing at exterior flanges By Others. DRAWMG NO, F—48" MAX. OVERALL FRAME WIDTH 4. Adjust Topcon anchor locations, if necessary, to maintain o minimum 2.0"clearance from mortar joints. SL-41 OR SHEET 1 or 1 h MODEL DESIGNATION: Silverline Series 2900 Single Hung Window W/ Nailing Flange 8 t.15"MIN. MAXIMUM OVERALL NOMINAL SIZE' Single to a maximum of 48" x 84" = rn 9 P EXTERIOR SHEATHING EMB. 2x FRAMED HEADER DESIGN PRESSURE RATING: Anchors: 48' x 84" Positive 30.0 PSF Negative 30.0 PSF 18 x 2" SHEET 8 v 44' x 62' Positive 45.0 PSF Negative 45.0 PSF SIDING METAL SCREW ro Up to 38' x 60' Positive 50.0 PSF Negative 50.0 PSF 15lbs. FELT E U `n Up to 36' x 74' Positive 50.0 PSF Negative 50.0 PSF SEE NOTE 2 v Z -j rani Windows: Design Pressure Ratings Vary; See SILICONE _ DRY WALL to L r7 Uj Corresponding AAMA Test Report or Dade CAULK tl d d NOA or Florida P.E. Evaluation. p ti N USABLE CONFIGURATIONS' 0 HEAD JAMB J X SILICONE CAULK c b GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The 1/4' MAX. SHIM 1i wall thickness through which the anchor screw SILICONE CAULK penetrates in the nailing flange is 0.070". SEE NOTE 3 4' HEAD JAMB N DOUBLE 2x 1 4 MAX. SHIM D. HEADER SILICONE fAULK r' o m SIDING SIDE JAMB 42 O 15lbs. FELT -� SEE NOTE 2 �N to" MAX. n EXTERIOR SHEATHING a n y l 6 o.C. d in L c J z SILICONE ULK m > N 2x STUD g o; SEE NOTE 3 c (D n'l t n 1 in w 2. STUD - SILCONE CAULK > y F- v - U)OZCL 7/4'MAX. SHIM 18 x 2'SHEET i = SILICONE CAULK METAL SCREW DRY WALL Vt 2 W Z O O LdSILL 1 VERTICAL JAMB O Z Q SEE NOTE 3 U j 5 Cf) z s INSIDE STOOL O O Q SILICONE CAULK O U Z > 151bs. FELT FRAMED SILL U Q = Z O SEE NOTE 2 DRY WALL X SIDING z -J ':R: X Z EXTERIOR SHEATHING 18 x 2" SHEET O N Q METAL SCREW U oc z 00 1.15'MIN, Z O EMB. 1 SILL no 10" MAX. O.a oe,¢: 6/03/02 NOTE; 1. This installation has been evaluated for use in locations adhering to the Florida Building Code sex>:: N.T.S. and where pressure requirements as determined by ASCE.7 Minimum Design Loads for Buildings DIM.BY: TJH and Other Structures do not exceed the design pressure ratings listed herein. ,qi.: R.W. 4" Q 2. 15lbs. felt must be used as o water barrier. The felt most cover the nailing flange and onchor screw heads OR"m He' 3. The full perimeter of the window nailing flange must hove a heavy bead of caulk applied to the building SL-411R 48" MAX. OVERALL FRAME WIDTH--i side before the window is placed in the opening. SgE7 1 or 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.659.4858 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FS O4-0108.01 Date: January 8,2004 Product Category: Windows Product sub-category: Single Hung Product Name: 2900 Series Model 2910 Manufacturer: Silverline Building Products Corporation 1 Silverline Drive ' North Brunswick,NJ 08902 Phone -732.435.1000 Facsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F. Schmidt,P.E.(System ID# 1998)for Silverline Building Products based on Rule Chapter No. 913-72.070,Method ld of the State of Florida Product Approval,Department of Community Affairs-Florida Building Commission. This product has been evaluated for use in locations adhering to the Florida Building Code (2001 Edition) and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL-140 dated January 7,2004 prepared by R W Building Consultants,Inc.and signed and sealed by Lyndon F.Schmidt,P.E.(FL#43409)for specific use parameters. Lyndon F.Schmidt,.P.E."No.4_14 January 9,2004 Sheet 1 of 3 Limitations 1. The 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be covered with an external protection device that complies with Section 1606.1.4 of the Florida Building Code 2001. 3. Size Limitations: 4. Configurations MAX.Nominal Width MAX. Nominal Height Single X 48" 84" Twin XX 88.5" 75" *Mulled Double XX 97" 74" *Mulled units can be constructed as double,triple,etc.The single unit cannot exceed 48"x 74". 5. The Design Pressure Rating for the various size units are as follows: Singles Single Unit Size Design Pressure Rating Positive Negative Up to 38"x 60" + 50.0 PSF - 50.0 PSF Up to 36"x 74" + 50.0 PSF - 50.0 PSF Up to 44"x 62" + 45.0 PSF - 45.0 PSF Up to 48"x 84" + 30.0 PSF - 30.0 PSF Twin—Continuous Head and Sill Twin Unit Size Design Pressure Rating Positive Negative Up to 88.5"x 75" + 35.0 PSF - 35.0 PSF Up to 76.5 x 63" + 50.0 PSF - 50.0 PSF Mulled—Multiple Singles with 2723 Aluminum Mullion Single Unit Size Design Pressure Rating Positive Negative Up to 38"x 60" + 50.0 PSF -50.0 PSF Up to 36"x 74" + 50.0 PSF - 50.0 PSF Up to 44"x 62" + 45.0 PSF - 45.0 PSF Up to 48"x 74" + 34.0 PSF - 34.0 PSF , -/-00�--- Lyndon F.Schmid?,TL.E.No.43409 January 9,2004 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-140 titled Silverline 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window sheets 1 through 7 of 7 prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No.9813),dated January 7,2004,with no revisions,signed and sealed by Lyndon F.Schmidt,P.E. B Test 1. Testing per AAMA/NWWDA 101/1.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-34085.01,dated March 8, 1999,signed by Bruce W. Croak,Project Manager. 2. Testing per AAMA/NWWDA 101/I.S.2-97 and ASTM F 588-97 as performed by Architectural Testing Inc.and reported in test report number,01-35010.01,dated June 18, 1999,signed by Bruce W.Croak,Project Manager. 3. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-36126.01,dated November 23, 1999,signed by Benjamin E. Myers,Project Manager. 4. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-43155.01,dated January 6,2003 signed by Joseph A. Reed,P.E.,Director—Engineering Services. 5. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 03-0523.01, expiring August 15, 2007. C Calculations 1. Anchor analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt, P.E. 2. Mullion analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt,P.E. 3. Comparison analysis to establish design pressure for units smaller than tested,prepared, signed and sealed by Lyndon F.Schmidt,P.E. 4. Glass Load Resistance Report ASTM E1300-98/00 prepared by Roberto Lomas. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute,Inc., certifying that Silverline Building Product,North Brunswick,NJ is man ufacturi ng products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Silverline Building Products ID#S-019-1 Lyndon F.Schmidt,P.E.No.43409 January 9,2004 Sheet 3 of 3 American NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windowse' STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW • METHODTEST WINDOW SIZE D• RATING SERIES @ 25 MPH RESISTANCE TEST PRESSURE 46"x 65" 0.25 CFM 5.25 PSF 52.5 PSF DP-35 1000 AAMA/NWWDA 101" x 65" NIA N/A 52.5 PSF DP-35 Double Hung 10111.5.2 101" x 76" 0.26 CFM 5.25 PSF +37.5/-52.5 PSF DP-25 1100/1150 AAMA/NWWDA 63" x 78" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101/I.S.2 36"x 62" 0.11 CFM 7.50 PSF 75.0 PSF DP-50 2110/2160 AAMA/NWWDA 44"x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 Single Hung 101/I.S.2 52"x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 52"x 73" 0.14 CFM 6.75 PSF 37.5 PSF DP-25 72"x 73" <0.01 CFM 10.50 PSF +60.0/-75.0 PSF DP-40 2130/2180 AAMAINWWDA 72" x 73" <0.01 CFM 10.50 PSF 45.0 PSF DP-30 Fixed Lite 101A.S.2 72" x 73" <0.01 CFM 10.50 PSF 30.0 PSF DP-20 52"x 62" <0.01 CFM N/A 52.5 PSF DP-35 2710/2760 AAMA/NWWDA 52"x 73" N/A 9.00 PSF 90.0 PSF DP-60 Single Hung 10111.S.2 54"x 90" 0.19 CFM 7.50 PSF 60.0 PSF DP-40 72"x 73" <0.01 CFM 10.50 PSF +60.01-75.0 PSF DP-40 2730/2780 AAMA/NWWDA 72"x 73" <0.01 CFM 10.50 PSF 45.0 PSF DP-30 Fixed Lite 101/I.S.2 72"x 73" <0.01 CFM 10.50 PSP 30.0 PSF DP-20 52" x 62" <0.01 CFM N/A 52.5 PSF DP-35 2800 Slider AAMA/NWWDA 72" x 48" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 101/1.S.2 72" x 50" 0.07 CFM 6.00 PSF 60.0 PSF DP-40 36" x 62" 0.13 CFM 7.50 PSF 75.0 PSF DP-50 2900 AAMA/NWWDA 38" x 60" 0.13 CFM 7.50 PSF 75.0 PSF DP-50 Single Hung 10111.S.2 44"x 62" 0.13 CFM 7.50 PSF 67.5 PSF DP-45 107" x 48" 0.22 CFM 7.50 PSF 52.0 PSF DP-35 107"x 62" 0.22 CFM 7.50 PSF 75.0 PSF DP-50 2950/2960 AAMA/NWWDA 87" x 62" 0.08 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101A.S.2 34" x 65" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 3000/3900 AAMA/NWWDA 38" x 57" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 Double Hung 101/I.S.2 38"x 65" 0.18 CFM 7.50 PSF 67.5 PSF DP-45 96"x 77" 0.18 CFM 5.25 PSF 45.0 PSF DP-30 108"x 77" 0.18 CFM 7.50 PSF 60.0 PSF DP-35 305013060/ AAMA/NWWDA 395013960 101/I.S.2 60"x 77" 0.01 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite og The HAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand windand other dynamic pressures,This is rated in design pressure(QP). The higher a product's rating design pressure.the greater the amount of wind or pressure the window wil I withstand. Air Infiltrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Inftltrationtests a windows ability to resist water leakage through the window frame,sashes.jonts,weather-stripping,etc. No leakage is permitted under this test criteria, Forced entryis tested by a certified lab technician using many different tools to simulate breaking Into a home through the window. Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. Ame - c NEW CONSTRUCTION WINDOW � �,,�-�� NEW PERFORMANCE i,Windows STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW • SERIES TEST METHOD WINDOW SIZE @ 25 MPH RESISTANCE TEST PRESSURE DP RATING 5500 AAMA/NWWDA 72"x 80" 0.14 CFM 5.25 PSF 52.5 PSF DP-35 Patio Door 101A.S.2 144" x 80" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 AAMAINWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 7450 Awning 48"x 90" N/A N/A 45.0 PSF DP-30 10111.S.2 108" x 30" 0.20 CFM 6.00 PSF 60.0 PSF DP-40 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7550 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/I.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60" x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 The HAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand wind and other dynamic pressures.This is rated in design pressure(DP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Inflitrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water infittrationtests a window's ability to resist water leakage through the window frame,sashes,joints,weather-stripping,etc. No leakage is permitted under this test criteria. Forced entryis tested by a certified lab technician using many different tools to simulate breaking into a home through the window. Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while In the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. American REPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windows00 STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW TEST METHOD WINDOW SIZE AIR INFILTRATION WATER STRUCTURAL SERIES @ 25 MPH RESISTANCE TEST PRESSURE 300 Molded AAMA/NWWDA 32"x 23" 0.12 CFM 3.75 PSF 52.5 PSF DP-25 Hopper 101/I.S.2 1200 AAMA/NWWDA 44"x 60" 0.19 CFM 5.25 PSF 52.5 PSF DP-35 Double Hung 101/I.S.2 40"x 72" N/A N/A 45.0 PSF DP-30 48"x 77" 0.23 CFM 5.25 PSF 37.5 PSF DP-25 1300 AAMA/NWWDA 60"x 72" 0.06 CFM 7.50 PSF 67.5 PSF DP-45 Fixed Lite 101/I.S.2 4000 AAMA/NWWDA 44"x 60" 0.16 CFM 4.50PSF 45.0 PSF DP-30 Double Hung 101/I.S.2 4100/4400 AAMA/NWWDA 60"x 72" 0.10 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite 101/I.S.2 5500 AAMA/NWWDA Patio Door 101/I.S.2 5900 Hopper AAMAINVWVDA 48"x 31" 0.13 CFM 6.75 PSF 37.5 PSF DP-25 101/I.S.2 6900 Garden AAMA/NWWDA 101/I.S.2 7400 Awning AAMA/NWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 101/I.S.2 48"x 90" N/A N/A 45.0 PSF DP-30 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7500 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/I.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 8500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/1.S.2 8700/8800 AAMA/NWWDA 108"x 48" 0.07 CFM 5.25 PSF 52.5 PSF DP-35 Slider 101/I.S.2 108"x 62" 0.09 CFM 5.25 PSF 52.5 PSF DP-35 9500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/I.S.2 • The AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand wind And other dynamic pressures.This is rated in design pressure(DP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Infiltrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Infiltrationtests a window's ability to resist water leakage through the window frame,sashes,,Ioints,weather-stripping,etc. No leakage Is permitted under this test criteria, Forced entryis tested by a certified tab technician using many different tools to simulate breaking Into a home through the window, Next..windows and doors are subjected to hundreds of pounds of force to try to lift or push them opera while in the locked position. For more information on Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 f HLIM :UXLLY UHb 1 NI=I WHKtHUUSI= i HX NU. :ykd4byIJ444H May. 18 20175 11:2yHM H1 Proposal O.XTy CA13INET WAREHOUSE, we Date: '511.712006. 7037 COMMONWEALTH AVE#SB Jacksonville, Fl.32220 (904)889.5664 Office (904)69"W FSX 904) 813-1847 MOBILE Submitted To: Job Name: 2001 PROPER'nEs 832-846 CJAVALLA RD MELLOWOOD MAPLE CABINETS AND LAMINATE TOPS FOR THE KITCHEN AND TWO BATHS INSTALLED. PER UNIT $2,629.00 ADD ON OPTIONS 'BEVEL EDGE ON TOPS THROUGHOUT $iW.00 CROWN MLDG $105A0 STANDARD KNOBS OR PULLS $98:00 L MATERIALS ARE GUARANTEED TO BE AS SMOMM.THE WORK ASM TO BE PERFORMED PER TWE A1TACHF0 DRAWINGS D sPEOIFICATION SW-RT,ANDTO 9E COMPLETED IN A WORKMAN"L.W MANNER. TERMS F6T TERATK�1 OR DBWITKF7 PROM THE ABOVE 8KCIPICATIONS,INVOI MNO COSTS,WILL 8E EXECUTED ONLY ON WRITTEN S,ACAN EXTRACHARGEOVER ANO ABOVE THE EVOOATE GIVEN.ALL AAUMENTS ARE CONTIQENT UPON RIKECMNT.OR DELAYS BEYONO OUR CONTROL. ACCEPTANCE: THE ABOVE PRICES,SPECIFICATIONS,CONDITIONS,AND PAYMENT-TERMS ARE SATISFACTORY ANO HERESYACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK. ACCEPTED THANK YOU,BILL OXlEY I T c 9 r— 95 x t rrr tz WF3 4tr1A 30X',� 24VVCRrr . z BF3 t 42V4CR 12BL I�y SAA rr rr " y 42BCL ;r V36SD 30 i c 39BCR I 33W R 78 , 36X a9 1f2 34 �f2`— x 33X '� I 3BRBS 48 T s 3tiQ cr BF3 S� I Bro OIC C, ADW Eum 27W i : EP =tj l ' 3 tL rc Q 6 U ft 3 T k Client:KEVIN ALGEE MPG:Kitchen Kompaet November 2004Vlew:Plan Phone: Door Style: Melrowoad Maple Scale:Scate-to-fit Design:KEVIN ALGEE Pug: Date:5117105 Designer: BulWer: Page*1 F HUM :UXLkY UHH 1 NE i WHNk=HUUSt F HX NU. :1304b'3,54448 May. 18 2005 11:JOHM HS a a. to 0 IL � V A -E �� J 1 E CD 0 w w w cwti z z G � W f RUM :UXU-Y CHb 1 Nt I WHRL-HUUSI= F HX NU. :yb4b'JJ444U Md y. 1 Ei 2bb5 11:,%HM H4 i 0. C3 1 I ' i 0. ui 4 a � YYJ Z C ._.._..._- if y l� '�V7F• x Ifl rl I I LI1{ fW Y T._ U ? 0 z m W 'D CL Q ' pNp ao m �N to I�H WHW':T T qAA? RT 'h2W AbbbS,f;gt nr,: nw XH- :;gnnH:�NHM I qN T RH7 1kgixn: wnH a T I T 3 I C i x r rr x . � rr i � x rr rr C C U. rr i i T X i 6 C� A A 3 s E'+ E E � 3 { 10: v — 3 T CJierrt KEVIN ALGBE MFG:Ki6ctcan Kompact November2D04 U�w:Elevation Phone: Door Style: Mellowood Maple Scale:Soale-to-fit Date:5117105 Design:KEIIfN ALGEE Pull: page:t Designer: Builder: " General Noles 1-Engineered Manuf. Trusses @16"O.C. 2-Underside of roof decking and trusses painted with AFRC NCFR-102 Class"A" fire coating(ASTM E-84,flame 1 3 3 spread=5 smoke=20) a minimum of 4'from the wall en r 8"laye of ir k -36)on walls and trusses between units. All joints fire taped and fire caulked (ASTM E-84& UL 723) 4-Metal Stud Wall @ 23"O.C. 5-10x2 floor joists @16"O.C. 6-Single Layer 5/8" 3 3 Type-X Firerock (ASTM C-36)on Ceiling under trusses 7-1/2"plywood sub- floor with 1/2"particle board on top 8-Concrete Slab 5 5 A to CITY OfAiNGNo �C BUILD E No. Revision/lssue Gale PIC vs 2001 Properties, Inc. ` 1328 Third Street N. Jacksonville Beach, 3 °' "� FL 32250 f r r �40 I ! ! ✓ if rr):iiL�karl� tN1 �Y11 + 7)- ( L ( rtr<7i a F �( r ,Irrr1 Vq , wit tj —_mss err lrict,rtrrrrfri�tr�t�r� �rltt.tz t � �.- _ t4 Fel l�rr�l, "��r L Pk !{1 r _ fit r�� f ri - i r�- i I !Y i fi�� r CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD V ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001087 Date 7/28/09 Property Address . . . . . . 844 CAVALLA RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc SAFETY INSPECTION POWER OFF OVER ONE YR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OCCUPANT ALL CITY ELECTRICAL CONTRACT. 844 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . SAFETY INSPECTION Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/24/10 --------------------------------------------------- ------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. x �''��i„ CITY OF ATLANTIC BEACH Q h 09- J ti 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I I I I I r j OFFICE:(904)247-5826•FAX NO.:(904)2475845 BUILDING-DEPTGCOAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2 IS THIS A SUB PERMIT: 3.DATE NO ❑YES PERMIT#: PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 7-33.2 - 0 W�- ELECTRICAL CONTRACTOR: 7.NAME OFLfflM7 NY: 8.ADDRESS.: F4 .3.2,2! f( 9.STATE OF FLOFIDA LICENSE NO: 10.CELL PHONE: [14'_ FAX NO.: 12.EMAIL ADDRESS: 13.OFFICE PHONE: ZILL ©ill 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 a period of six(6)months at any tim after work is commenced. CONTRACTORS SIGNATURE: 16 CLASS OF WORK: 17.SERWCE: 8 METER NUMBER: ❑MULTI FAMILY-#OF UNITS: ESIDENTIAL XSINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL C7 ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE:' ❑ALTERATION ❑SIGN AOLD ❑NEW 05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: OVERHEAD ❑ UNDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑POWER IS ON OWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: /�'U ❑COPPER `ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: _ PH:�_ W:_-I_ VOLT:_- a RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: /i2`a PH: W:_ VOLT: . Q RACEWAY SIZE: 25.FEEDERS: #OF__ AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: 1 ❑YES ❑NO 2931 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: t NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 36.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: / ��• J BLDG02 Permit Application Elec:REVISED:12/162008 If �Ly CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �3f 19 Application Number . . . . . 09-00001360 Date 9/30/09 Property Address . . . . . . 844 CAVALLA RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 2 fixtures ------------------ ---------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OCCUPANT ATLANTIC COAST PLUMBING CORP. 844 CAVALLA ROAD DBA:ATLANTIC COAST PLUMB. &TILE ATLANTIC BEACH FL 32233 Q/A: PARRISH, NICHOLAS JACKSONVILLE FL 32224 (904) 249-5381 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 49 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/29/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 49 . 00 49 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 49 . 00 49 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Sep 30 09 09: 51a Susan Parrish 904-246-3673 p. l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD.ATLANTIC BEACH.FL 32233 'tn OFFICE:(904)247-5828•FAX NO.:(904)247.5845 ,�-w._•-',J BUILDING-DEPTOCOAMUS ` PLUMBING PERMIT APPLICATION DUVAL COUNTY :.1:-JO8A1D�DftEESS:t.-,a:z -'.",:_ _', .'. -,. :<.:.. 2 IS TMIS'A SUB PERMIT: w 3.DATTF- .. : LIQ 04 VNO U t [ U ❑YES PERMIT r q,30 —0/ ,:// PROPERTY OWNER:': �NAW / S l,`e 5/100R DIFFERENT FROM JOB ADDRESS: 6 51 j�JIO f PLU8AB1Nr COWFRAACT�OR'yN,:.:�-..:_6 . _ 7.NPAAE OF COMPANY' ADDRESS.; 9.STATE QF FLOODA LICENSE NO: 10.CELL PHONE.' 11.FAX NO� 12 EMAIL ADDRESS: lf� 13.OFFICE 14• Y AcP-r ec.Kp �? Application is hereby made to obtain a permit to do the work and Installations as indicated. 1 Certify 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 a period of six(6)months aty.]imeatlesrlrodc-i / NTrnn �*ncceed. L76 r CORACTORS SIGNATURE: Lr =1ti:NATURE 6..e` S.CURRtcMTCODE•-"__`.. 1 ©NEW O106 FLORIDA BUILDING CODE- C)RE-PIPE to PLUMBING E3 OTHER: ..:.... ......... .. .. __.;, 19:NUMBEROF.FIXTURES:::;;:.: .;;<.:..; •. :: .. BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY)' ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: Z_ x $7.00 (PER FIXTURE) + $35.00 = OLD003 Perm9 Appka)on PkntlE:12)18!2008 28-JU l-2005 11:40am From-AFRICAN FIRE RETARDANT CORP 6192583648 T-719 P.002/003 f-463 AYRC N FIRE RRrARDAJVr CO14P. PRODUCT INFORMATION NCFR 102 NCFR 102 is a Class A,interior/exterior latex fire protective coating. NCFR 102 comes in black or white and can be tinted with universal colorants to fit any decorating scheme. NCFR 102 is an excellent choice for exterior applications on foam, wood, paneling,primed metal, stucco, concrete, plastics and drywall where a Class A flamcspread is desired. COLOR 'This product is available in flat white, custom tinting is also available using universal colorants. RATINGS/APPROVALS U.S::Testing Corporation ASTM E-84 5/4/95 & 6/16/94 Flame spread =5 Smoke developed=20 California State Fire Marshall #2280-1340-101 State.of Nevada approved as tested I.C.B,•.O. #5008 City sof Los Angeles, RR#25232 NOT RECOMMENDED FOR.- Immersion OR:Immersion service Flexible Substrates High moisture areas Compatibility with other coatings: Can be applied over a suitable primer or directly to wood, concrete, stucco, wallboard,plaster or other non-porous substrates. RESISTANCE: Weather: Good Weight solids: 64% Flash point: 21 IF Humidity: Good Volume solids: 52% Viscosity: 90-95 KU Abrasion: Good VOC: $0 Shelf life: 6 months - 15 - 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-719 P.003/003 F-463 i I SIGNIFICANT APPLICATIONS San Francisco General Hospital Sam;'s Town New Casino,Henderson,NV Clark County School District,Las Vegas,NV HiltJn Hotel,Las Vegas,NV Bro�dway Department Store,Northridge, CA Robinson/May Department Store,Northridge, CA Tropicana Hotel, Las Vegas,NV Airpbrt Industrial Office, El Paso,TX Vist4 Hills Townhouses, EI Paso,TX APPLICATION Brusi, roll or spray with airless spray.Avoid wet film builds greater than 10 mils per pass. Surf4ce preparation: Surface should be prepped and/or primed. Cure!times: j Dry to recoat..............................30 min. Dry to touch................................1 hour Dry to handle..............................4 hours ' Thorough cure.............................1 week Dry film build: 10 mils Wet film build: 10 mils 2 coats Coverage per gallon: 100 square feet Packaging: 1 galXon pail 5 gallon pail 55 gallon container Shipping weight: I gallon= 12 lbs 5 gallon=60 lbs Safety: Consult the Material Safety Data Sheet for this product prior to use. All technical advise,services and recommendations are rendered by the seller gratis.They are based on technical data which the seller believes to be reliable. Seller assumes no responsibility for results obtained or damages incurred in their by buyer in wholg or in part. i 1 i -- 16-- i ,on 21 04 02c OlF Caralan Gravel 4C7-X92-8909 Q P. wlurJ Ntist lag 4CFK-102 IS A CLASH"A"CNI'P3iX*&XT6Rf0It LATEX F}R2 COWI-INIU-M(>Ilt-lug COMES N WWTS Op BLACK AND CA�l BB TW=WnM IVE SAL COLORANTS TO FlT ANY VBC0RAT1X0 SC},DoIL NCFR-10x2 IS AN BJC CHOICE FOR I3X'Y'lft1011 AP!!!CATIONS ON WOOS PANB[.dNG,Y'lklt$D MET AL,W.AS S AND DRYWALL,WHERE A CLASS"A"FI.A�MPREAD YS DESI SUGGZXTZD t1SU.- 4 SIGNIFWANT A4K ICATIOMW • C'Atbe as dw abunic to p v m ft { • BAN FRAMISCO GENERAL HOSMAL *rod of Som. • ' of ftwou. w or p To sAirt"S TOWN NEW CASH, 1! Pmvqw shwr of flme KENDOPON,NEVADA • lllgbseiar wiWwidwowac it tap oaett . CLARK�01iNTY SC3400L LAIIMCT ` LAS VENAE.NBtAFiA • HIL70NLAS VEGAS.NV NOT RAC06RAV41090 Fdb � r BROAl AY bf31'T.STORE • Iarnocaloo sorvk* 17GL.CA • Mlpcbir st1Wa1M • RQRM w'8 MAY DM STORE • snare I Ko�c CA ' rnvirl �oT:e,>r,..s vRw�.s,w v • KACPM�PZTR01�1.JM.N M eolllrATIMILrrx*STU OTHILll COATIPIGS: • Daly re;;URV10E.NM • can M yrl ad orsr•sts111 w~or LAM N�4IIOR SCHOOL,CA d>11Oody to W04 tirty!Mrd,p#>talrrt or adwlr eon-go[ow wM�rO�alar. CL DOR4W HO t'IL A CA31N0 RENO,NV liiidT.WC7Rc • OOOM OOI7IX.GLEMDALF,CA • WEAT"MGOOD . `tVXAS O HALL • EItJAND1fY:OtXx1 LAS V AS,MVV • AMAXPOW.000b>1D%4XCS0 WM-1 • GUNiRI'S S1:TS.11MIANY.,CA OUR TOP COAT S 11t r AlRFOR INDUSTRIAL orr1Ct, i RA11MCMAPPROYAJA; E4 M TX • tis. T2S77f4G 00KI I RATKIN AJMCalSti RATI01r CBJt j sP>Ic u SlribKB � • DINAMA 1N'M914ATMNAL 0i<AT101M C LMORUTA TTATS-fl 2 MARt4NAI.1 8mra 022M 13 W 101 ' LRNT w i�1r tr+cTlTU'r V • STATE OF NRVADa APPROVSD AS GEiVTRJ C1TY Of ATLAMT! u EACH BUILpING OF ICE LC.B.06 03M CnY(W L44 ANI,ig A&NOW72 � JAN 2 9 2p i Amotlow l7tlRl6 K=Aw1u1 a CoRr. x34 ww`ATtANDs RaSIVI'M C SARTILL CA nnl (80"47w"a ja$) A riu11L�i:M TRADCD CO ' AM(tf'1'C11i:AMTR1 COPY I j j i . m sn Z1 04 CZ; Olp CPraltin ral"awo, 4t)�_��t1-daub p. A , i 7UK2 I ST RAOL''CONIDITONS. STOKE IN A DAY, WELL,"4NM ATED PIAT ARRA AT 401'6 120F, CClwks. SURFACE P A3LATION: E&CUSTOIM SURFACE SI-MI;.D BE PREPPM, VISCOSITY:lTY: {IA VERAGE) I i LB.S. $04"KU VOLgMl SOLMS. AVE"GE APPL.ICA'n,ONI TKNNERI: WATER ; WEIOHT Smu" 44%AVERAGE CLAAN-UP°I1R: WARM SOAPY WATER 'Voc tTYMAL):OIL ACTIVATION, FLBACTIVATION, NOT APPLICASM FLAim PONT; POT UM NOT APPLICARL3 PACOINa AP'1"IACAT1014 METHOD. t3APAIL '�13.A9.1,"O f�1+d PAIL BRUSK ROLL OP.SPRAY WITH AIRL"S 4MAY, 63 GALLON CONTAINER AV<XD wirr PIL,M BUILLIIS G IRATEA THA + t0 MILS )MR YA fi. slhtMWINu WWOMT: GALLON- 12 LBS. CUM TI CS;(AT 70" TYPICAL) , GALLONS-60 LBS DAY TO RECOAT-30 hiVaITES DRY TO TOUCH-. i Ff" SHELF LITE' DRY TO RANDL1E 41:lIt�R$ � d IKO'NTMS TZI JOH CURS�- I ak 3AP�fiY: DRY Fmm Bul Lb CON8L LT THE MATERIAL 10 MILS. SAFETY DATA SHE", FOR IS FROWCT PRIOR TO USE COVRINAGIP PIER t"AiJXMI JJ 100 SQ.FT. Ail MOHAL.COMMENTS ALL TECHXT AL ADVISE, 1WRT T1Y.,M II:LIMtk MAVIC IS AND R$G'1 04P.NDATIONS 10 MILS 2 COATS ARE RENOM4D by THE SELUR GRATIS. T�MY ARE"SSD ON TECHNICAL.DATA WHICH TimLd.Er! 9ZLI8 V'•S TO 41: 1RELLAXLE•8 R ASSUMES NO RESPONSI UlAA POR FOR Rl�UL I' C?!1'CAI1'IF.D OR DAMAt3L'S NCURRR3D b THEIR USF BY BUYER IN WHOLE IN O! IN PART, I I , `?i �"- �/ t I •'1 t as fr+ 4 � `�'�l,I,jl3 - tl� I" ltiff�I illlt{Rrr�1#Ihi rjii�tlt a t�1^rr J i 4- �f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s) . ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001087 Date 7/28/09 Property Address . . . . . . 844 CAVALLA RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc SAFETY INSPECTION POWER OFF OVER ONE YR ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- OCCUPANT ALL CITY ELECTRICAL CONTRACT. 844 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . SAFETY INSPECTION Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/24/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'fir CITY OF ATLANTIC BEACH 09- I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 a FAX NO.:(904)247-5845 BUILDING-DEPTCCOAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE / NO n DYES PERMIT#: / PROPERTY OWNER:' 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: '4/a 0 W(- ELECTRICAL (ELECTRICAL CONTRACTOR: 7.NAME OFM NY: 8.ADDRESS.: �` t�ri c� s� �., 7G s �G.J� KFC F- 1,2-21 Ff 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. :3 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 a period of six(6)months at any ti after work is commenced. CONTRACTORS SIGNATURE: 16":CLASS OF WORK. 17 SERVICE: 8.METER NUMBER: ❑MULTI FAMILY-#OF UNITS: ESIDENTIAL SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑SIGN OLD ❑NEW 05 NATIONAL ELECTRICAL CODE ❑REPAIR 0 POOL/SPA JI!REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: OVERHEAD ❑ UNDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑POWER IS ON OWER IS OFF 22.SIZE OF CONDUCTOR: O AMPACITY: /SU ❑COPPER ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH:__J _ W:___3 VOLT:.21LU RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH:_L_ W: VOLT:2t3 I -) RACEWAY SIZE: 25.FEEDERS: #OF_, AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 2971 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: i NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: -L./1-spa -4-1 LZ Jer� yff t*jL.,t z2 BLDG02 Permit Application Elec:REVISED:12/182008 IF