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Permit 838 Cavalla Rd
CITY OF ATLANTIC BEACH +l`-Y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031889 Date 12/28/05 Property Address . . . . . . 838 CAVALLA RD Tenant nbr, name . . . . . . INSTALL HEAT PUMP/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 . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- --=-- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 r Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC-B'' MECHANICAL PERMIT APPLY "UN Date: Property Address: y. L. Owner: a 15 r Telephone#: Contractor: 0014.10 Telephone#:_ Contractor Address:_ 3�3`� G� �}vcic�•• -�.. Faz#: ��� 37 )� Contractor Signature: •� Ia coosiderati �ot permit given far doing the above statement,we hereby agree to eaptxfottn apid #ogordsoce with the attached pians and specifications which are a part hereof sad in scootdance with dWCity of Atlantic Beach ordittaneeli.snd tit4adsrde of Practice listed therein Type of Head l: If other construction is being done oa this building or site,list the building permit number, O Electric LP Tlatural _Central Utility 0 Oil f O Other—Specify . r MECHANICAL EQUIPMENT TO BE INSTALLED• NATURE OF WORK O Heal Space _Recessed Floor Residential O Air Conditioning: Room O Duct system: Material Thickness Maximum capacity cfm O New B O Refrigeration Building # O Cooling Tower:Capacity avm 0 Existing Bull O ,Fire Sprinklers:Number of Heads O :Elevator. Mattlift�Esealator (Number Replacement of Existing 3ysteuq 0 Gasoline Pumps (Number) O: Tanks (Numbe r) O Now Installation d . LPG Containers (Number) (No system proiriottsly instaliod) O Unfired Pressure Vessel +' O Extension or Add-on to Existing System O Boilers O' Gas Piping O Other-Specify ` 0. =Other—Specify 1 LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQLVMENT&CONDFNSOR'8 Apprpr iyg ' Number Units Description Model# Maautachuer Ton's Agency f HiLATIIYC—FURNACES,BOILERS,FIREPLACES At AIR HANDLER'S Approving t t` Numbgr Units Desaiptim Model 0 ManuScturer BTU's TANKS Nominal Capacity Type liquid Serial Approving P HOW many A Dimensions Contained Manufacturer No. Agcocy 9 { 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 9 Fax: (904)247-5845• htti)://www.cl.atlantic-beaeh.fLus Revised I/04 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 � ' yr INSPECTION PHONE LINE 247-5826 Jf�3 Application Number . . . . . 05-00031286 Date 9/22/05 Property Address . . . . . . 838 CAVALLA RD Tenant nbr, name . . . . . INSTALL 8 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- ATLANTIC PROPERTY PARTNERS RINKWELL PLUMBING INC 838 CAVALLA ROAD 5105 PHILIPS HIGHWAY 205 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 732-5554 ---------------- ------------------------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 B PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINGCODES. fi.�. BUILDING OFFICIAL ' S_vlf'' CITY OF ATLANTIC BEACH �s PLUMBING PERMIT APPLICATION '-' Will Dat Property Address: Owner: c�-f F' C4 iZ4 V i9 4114 2 ib Telephone#• �.�c oafs ' Contractor: Rn►�tl�Q. , (�L.IJIT�('S0.►UGY��> Telephone#: —�-� Contractor Address: ', ! X05 1 Fax#:9 0A AFQ In consideration of permit given for doing the work as des bed in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number- W Re-Pipe Number of Fixtures: �✓Bath Tubs Showers �- Closets Shower Pans Dishwashers / Sinks Disposals Urinals Floor Drains �_ Washing Machine _;2 _ Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904) 247-5845. http://www.ei.atlantic-beach.fl.us Revised 1/04 1 a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD `\ =` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031385 Date 10/10/05 Property Address . . . . . 838 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. 838 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 ----------------- ---------- ---------- ---------- ----------- 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 ATLAN'T'IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI b*d OFFICIAL S � S 1 ""T 't'551 JV'` CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: 0 3 $ �- Owner: t+JOL -+%C PW PPjC4 / PaXjhP,,y-5 Zj C _ Telephone#: Contractor: L, l�lE' ( Cbn+Y-dC4-yi 9 Telephone#: - f Contractor Address: 1-3 S L Fax#: 379 -D60a Contractor Signature: `baa 1'9 In consideration of permit given f2oDing-tie work as described in the above statement, we hereby agree to perform said work in accordance with the attached pl 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 Residence ❑ Temp. ❑ New being done on this building 2( Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building � 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 Receptacles CONCEALED OPEN Switches 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 Miscellaneoust _ F0.5 C Q c r—_5 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us Revised 1/04 , CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030814 Date 8/17/05 Property Address . . . . . . 838 CAVALLA RD Tenant nbr, name . . . . . . INT REMODELL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor - ------------------------ ----------------------- ATLANTIC PROPERTY PARTNERS UKON CONSTRUCTION COMPANY INC 838 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 PE S AUP S VED ONLY AC ANCE WrFH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA B CODES. BUILDING OFFICIAL +t .TI,%1t�1f- CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT In 800 Seminole Road S. Doerr s Atlantic Beach,Florida 32233 �'JFila' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS L �� Permit Application # (�-�- ff C Property Address: Applicant: (J k—" j ti.[, 6y��5��• Project: I IJ 1 RC- 4 This permit application has been: 10 Approved F--1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 4 Date: Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) Date; 07/07/05 Job Address: 838 Cavalla Rd Owner of Property: Atlantic Property Partners Address: 1328 north Third Street Jacksonville Beach,FL 32250_ Telephone: _904.247.7414 ` Legal Description: Block Number: 26 Lot Number: 6 Zoning District: Contractor: State License Number: 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): Res Valuation of proposed construction: 15,000 What are the dimensions of the added space: 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 ap ication is correct. Signature of owner:4* 4a / -1 A/ZDate Qt 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 tru d c ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 20 Cts Address and cont ct ' ormation 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 day of ��v�>> ,20 �. State of Florida, County of Duval 01 .a ;,:p�i•Y^iy Julie M.Haynes Notary's Signature: ;•. , MY COMMISSION# OD126313 EXPIRES August 19,2006 7 Qf BONDED THRUTROY FAIN MWMNCE INC Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this c�Oh'\� day of ,20_x• State of Florida,County of Duval Notary's Signature: &,WL ............., JEANNE M.SHAW MY COMMISSION#DD 435986 ❑ Personally known .; .• a= EXPIRES:May 31,2009 [��roduced identification -�pf BondedThruNotaryPublicUndetwrllere Type of identification produced ►=L- J - 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 3 Revised 1104 CITY OF ATLANTIC BEACH w BUILDING PERMIT APPLICATION CHECKLIST (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 Pagel Revised 1/04 Cavalla Rd.Unit: 838 Firewall -Front left 1 "=4' Kevin AI ee Two layers of 5/8" fi rerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. One layer of 5/8" fire rock on the ottom of the sofit in the kitchen with fi reb Pck between the studs. 0.64,1 , ��6-64 0.63" Cavan: Rd.Uni�t:: 838 Firewall -Front ri ht LV�=4' Kevin Ajaee Two layers of 5/8" fi rerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. 0.63" 0.64" Cavalla Rd.-Fnit: 838 Firewalli&"§e 1 "=4' e Wall between Units will have 2-5/8" firerock layers on each ce of � common wall with 1 -5/8" layer on the underside of the rocWI�C_ extending 4' out from each wall, braced with a 1 "x2" onG ��trs. IRZ 48.01" 0.63 0 65" " 0.75" 48.54" Cavalla Rd. Unit: 838 Fi rewal I -Side 1 "=4' Kevin Algee 0.72" 0.64" 0.64" 0.63" 0.63" • 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 (I x4) • 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 consistent 5-degree slope away from the unit toward the street. • Lay new sod in the front yard • Install new split rail fencing in the front yard 3 feet from the road 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 tile 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 ----------- I Hardiplank"Lap Siding James Hardie® � INSTALLATION INSTRUCTIONS Building Products APRIL 2005 SELECT CEDARMILL©-SMOOTH-COLONIAL SMOOTH®-COLONIAL ROUGHSAWNO-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: © 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 9 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: i.Score and snap a shrinks ii.Shears(Pneumatic or Handheld) g -NEVER use a power saw indoors b.Better: i.Dust reducing circular saw equipped with at butt Hardiblade and HEPA vacuum extraction NEVER use a circular saw blade that does not carry the Hardiblade logo joints. c.Good: I.Dust reducing circular saw with Hardiblade NEVER dry sweep 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 Wali 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 1"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. ca, The first course of any wall should be installed over a 1l4"lath strip to ensure k a consistent plank angle(see figure 1). Blind nailing Hardiplank 0 f * stud ` wea he ri resistive plank op ` , , ° ba 0 w b Bather-resistive ° barrier � fastener 3/8"from Q 0 ° ° plank edge ° 00 0 000 1/4"thick lath strip o ° leave appropriate gap between plank and trim,then caulk* I '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 _._ bamer �2" is recommended between the framing and the siding. concreteq, foundation " weather- resistive a barrier 1/4"thick Hardiplank® wood or metal 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 s 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"Iong) • Siding nail (0.091"shank x 0.221" HD x 1-1/2"long) $ • 11ga. roofing nail (0.121"shank x 0.371" HD x 1-1/4"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 1/4"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. 1 114"min, stud 24„ �c.max. overlap weather-resistive barrier ° moderate contact _ blind nail 3/4"-1" — — — " " Minimum overlap 1 o o for Both Face ° face nail and Blind Nailing weather-resistive min. 1114" barrier overlap 11/4"min. weather-resistive } overlap barrier moderate contact t When face nailing to OSB,planks must be no greater than 91/2"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 (0 - 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. Hardiplanko 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 drivenUq Countersunk, snug with the surface of the siding.A flush mount attachment on the pneumatic tool is ® ® LYNJ 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 Hardiplanke 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 HARDIPLANK® 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. EP: American '' qLtsman ll,Nor .._lOW wnR COMPANY MADE IN THE U.S.A. SERIES 2900 VINYL SINGLE HUNG WINDOW WindowSize, Rough Opening,Clear Opening and Glass Size Information s 2/6 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 2.52 257/8 x 17 5.60 2/6 x 3/8 1 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 2/6 x 4/0 30 x 48 301/2 x 481/2 25 x 191/2 3.39 257/8 x 22 7.34 2/6 x 4/2 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 521/2 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 62 301/2 x 621/2 25 x 261/2 4.60 257/8 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 6/2 30 x 74 301/2 x 741/2 25 x 321/2 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 301/2 x 841/2 25 x 37 1/2 6.51 257/8 x 40 13.59 -� 3/0 x 3/0 36 x 36 361/2 x 361/2 31 x 13 1/2 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 381/2 31 x 141/2 3.12 31 7/8 x 17 6.94 3/0 x 3/8 1 36 x 44 361/2 x 44112 31 x 17 1/2 3.77 31 7/8 x 20 8.23 3/0 x 3/101 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 7/8 x 22 9.10 w 3/0 x 4/2 36 x 50 361/2 x 501/2 31 x 201/2 4.41 31 7/8 x 23 9.53 t1 1 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 i.i'r,k 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 3/0 x 5/0 36 x 60 361/2 x 601/2 31 x 251/2 5.49 31 7/8 x 28 11.68 „ d 310 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 516 36 x 66 361/2 x 661/2 31 x 281/2 6.14 31 7/8 x 31 12.97 3/0 x 610 36 x 72 361/2 x 72112 31 x 31 1/2 6.78 31 7/8 x 34 14.26 3/0 x 6/2 36 x 74 361/2 x 74112 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 Effective 1/1/03 Page 29-31 Craftsman8eriean rr WINDOW Intl DOOR COMpXNN 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 72 1/2 x 231/2 1813/16 x 177/8 2.34 223/4 x 187/8 8.20 6/0 x 3/0 72 x 35 72 1/2 x 351/2 1813/16 x 297/8 3.90 223/4 x 307/8 13.67 6/0 x 3/6 72 x 41 72 1/2 x 41 1/2 1813/16 x 357/8 4.69 223/4 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 72 1/2 x 451/2 1813/16 x 397/8 5.21 223/4 x 407/8 18.23 6/0 x 4/0 72 x 47 72 1/2 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 1/2 x 491/2 18 13/16 x 437/8 5.73 223/4 x 447/8 20.05 6/0 x 4/4 72 x 51 72 1/2 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 1813/16 x 477/8 6.25 223/4 x 487/8 21.88 72 x 59 721/2 x 591/2 1813/16 x 537/8 7.04 223/4 x 547/8 24.61 8/0 x 2/0 96 x 23 961/2 x 231/2 2613/16 x 177/8 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 41 961/2 x 41 1/2 2613/16 x 357/8 6.68 303/4 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/ x 387/8 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 8/0 x 410 96 x 47 961/2 x 471/2 2613/16 x 41 7/8 7.80 303/4 x 427/8 26.14 810 x 4/2 96 x 49 961/2 x 49112 26 13/16 x 437/8 8.17 303/4 x 447/8 27.39 8/0 x 414 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 26 13/16 x 477/8 8.91 303/4 x 487/8 29.88 8/0 x 5/0 96 x 59 961/2 x 59 1/2 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 1/1/03 Page 29-14 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsinnile 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 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. 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 Emort No. CatifyingTe6nician Uniform Static February 16,1999 01-34085.01 ASTM E330 Air Pressure ATI—York PA November 10,1999 01-36126.01 Aim Fodor ASTM F588 Forced Entry ATI—York,PA February 16,1999 01-34085.01 Adam Fodor November 10,1999 01-36126.01 ASTM E547 Water ATI—York,PA February 16,1999 01-34085.01 Adam Fodor Penetration November 10,19991 01-36126.01 ASTM E283 Air Infikration An—York,PA February 16,1999 01-34085.01 Adam Fodor November 10,1999 01-36126.01 Design Pressure Ratings: Configuration Glass Maximum Size Design Pressure Ratings Single Hung Window 1/8"Am.-Air Space-118"Aon. Up to 48"X 84" +30.00 psf -30.00 psf Single Hung Window 1/8"Am.-Air Space-1/8"Am. Up to 44"X 62" +45.00 psf -45.00 psf Single Hmg Window 1/8"Am.-Air Space-118"Anir. Up to 36"X 62" +50.00 psf -50.00 psf Single Hung Window 1/8"Amr.-Air Space-18"Am. 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 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 1707.4.4.2)same diameter Tapcon type concrete anchors must be substitated and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained 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" 6.00l h 6.00 FKAML I , 1 O O tD W S P7 • • s O M #10 x 2 1/4" SHEET METAL SCREW 0 0 cc co #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 P.O.Box 230 Valrtco,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 Re ort No. Certifying Technician Uniform Static February 16,1999 01-34085.01 Adam Fodor ASTM E330 Air Pressure 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 F588 Forced Entry ATI—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 An—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 1 01-43155.01 Joseph A.Reed,P.E. Design Pressure Ratines: 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 L/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" +%00 psf. -50.00 psf Single Hung Window 1/8"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;I/8"Ann. Up to 36"x 74" +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 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 1707.4.4.2)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. Certification: Florida Professional Engineer - Seal No.43409 March 19,2003 14-;% yndon 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. O.C. N U s O = O O r #8 x 2" SHEET METAL SCREW, NP. 4- 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAMB SILL #8 x 2" SHEET HEAD JAMB #8 x 2" SHEET METAL SCREW METAL SCREW DWG. #SLSH-411 n MODEL DESIGNATION., SiNerline Series 2900 Single Hung Window z. N MAXIMUM OVERALL NOMINAL SIZE: Single up to a maximum of 48" z 84" MASONRY LINTEL Z aiM O i t -DESIGN PRESSURE RATING: Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF ,ow W }-2.0" MIN. e p 44" x 62" Positive 45.0 PSF Negative 45.0 PSF I 1 x 200 Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF FURRING �{ 3 E v ir) Up to 36"x 74" Positive 50.0 PSF Negative 50.0 PSF t l\ u z V rT Windows: Design Pressure Ratings Vary; See DRYWALLw O J Corresponding AAMA Test Report or Dade ~ C LL e a w NOA or Florida P.E. Evaluation. SIUCONE 0o CAULK USABLE CONFIGURATIONS: _0 1 x 6 SUB-BUCK i. � o _J XSILICONE CAULK o u7 GENERAL DESCRIPTION' The head and side jambs are extruded PVC. The HEADER JAMB t` rn wall thickness through which the anchor screw MAX 0.25" 1.2E" MIN. SPACE EMB. penetrates in the head and side jambs is 0.070. SHIM. 6" HEAD JAMB3116- IN. MASONRY d APCONTYPE ANCHOR SILICONE CAULK a O o DO DO MAX. 0.25" «ej. U SHIM a TAPCON TYPE 1NCHOR :y o.> O FRAME tm O v O in m N >mN SEE NOTE _ 3 BELOW SIDE JAMB - a, a ` - Zd SILICONE CAULK t� --'`�= r in O v• j•,r-E w L 1 x 6 SUB—BUCK '< 7 co 2 'a LU INTERIOR 0z Q SASH TRACK1 x 2 2 ZO MAX. 0.25" FURRING U MEETING RAIL SHIM SILICONE CAULK V) � O L, CTR LINE INSIDE STOOL O SILICONE CAULK SHIM NO = z Q VERTICAL JAMB ' LLJ Ld MASONRY 1"z 2"FURRING U U O SILL DRYWALL m Z X - EXTERIOR .. ._ _ X SASH TRACK - O SILL U C!, 7.625' "l Q O� GO NOTE. 1. This installation has been evaluated for use in locations adhering to the Florida Building Code �BUIL[xNG and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings CONSULTANTS, INC and Other Structures do not exceed the design pressure ratings listed herein. 813.659.9197 u 2. For installations where the sub—buck is Mss than 1-1/2"(FOC section 1707,4.4 Anchorage Methods DATE 5/10/02 and sub—sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the SCALE N.T.S. length must be such that a minimum 1-1/4"engagement of the Topcon into the masonry wall is obtained. DWG.BY: TJH _Q 3. When installing a window that is 36"or less in width, the centerline screw at the head may be eliminated. cux.BY. R.W. 4. Wall dressing at exterior flonges By Others `MNG NO.: SL-404R 48" MAX. OVERALL FRAME WIDTH—I 5. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortar joints. SHS_L or 1 MODEL DESIGNATION' Silverline Series 2900 Single Hung Window .n"IN. i3"x 3/16" TAPCON o MASONRY LINTEL "MAXIMUM 0 A NOMINAL SI : Single up to a maximum of 48" x 84" � ANCHORprSIQN PRESSURE RATING: URRING Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF44" x 62" Positive 45.0 PSFNegative 45.0 PSF Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF `� 9v00Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF Ln SILICONEDRYWALL td u Z 0 io Windows: Design Pressure Ratings Vary; See CAULK `fes -C Corresponding AAMA Test Report or Dade 7SrHlM w U -� � C v NOA or Florida P.E. Evaluation. 2i C a- _ USAB F CONFlGURATIONS 0 f ai x 6 SUB-BUCK 0 X M W E CAULK GENERAL DESCRIPTION., The head and side jambs are extruded PVC. The HEADER JAMB wall thickness through which the anchor screw penetrates in the head and side jambs is 0.070". 1.33"MIN.6" HEAD JAMB PAN HEADG HEET METAL SCREW EMB. MASONRY A < 1 e' 6'-}-----� SILICONE CAULK -." CX N {IIO MAX. 0.25" U 0 'i:i-: m O SHIM 110 x 1 3/4' PAN HEAD a KAML a SHEET METAL SCREW C Y OO In SEE NOTE - - - m j 3 BELOW - _�(f)m 1 / 10 x 1 3/4" SIDE JAMB - r i SHEET METAL SCREW `m y` •'�• WINDOW FRAME SILICONE CAULK "rt:. �;� c o 2 _ U)O Z� TO BUCK 3"x 3/16" TAPCON --f- TYPE ANCHOR W `a I NTEIOTRACK 2 x 6 SUB-BUCK t Z "r`. "I DRYWALL 1 x 2 O O MEETING RAIL MAX. 0.25 FURRING 1.25" MIN. U LL CTR UNE SHIM SILICONE CAULK EMB. (N Q O �t INSIDE STOOL Z O -' - - _ SILICONE CAULK SHIM N O O O -- 1 VERTICAL JAMB O ~ = Z W MASONRY 1"x 2"FURRING Y W ' >O ,:.�..: SILL - DRYWALL :73 (D X EXTERIOR Z m cri Z Q SASH TRACK - X 3"X 3/16" TAPCON I 1 SILL U Gip BUCK TO MASONRY - 7.625" e- Z Q �BUILDINC - CONSULTANTS,INC _ - NO 1. This installation has been evaluated for use in locations adhering to the Florida Building Code ro and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DAA 5 1002 SGLE and Other Structures do not exceed the design pressure ratings listed herein. N.T.S. DWG.W: TJH 2. When installing a window that is 36'or less in width, the centerline screw at the head may be eliminated. cm BY. R W - 3. Wall dressing of exterior flanges.B' Others. DRAWING NO.: 48" MAX. OVERALL FRAME WIDTH 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortar joints. SL-41OR sNMT 1 Or 1 n MODEL DESIGNATION: Silverline Series 2900 Single Hung Window W/ Nailing Flange 8 MAXIMUM OVERALL NOMINAL SIZE 1.15' MIN.Single up to a maximum of 48" x 84" °1 rn w EXTERIOR SHEATHING EMB. 2x FRAMED HEADER O DESIGN PRESSURE RATING Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF 8 x 2'SHEET 44" x 62" Positive 45.0 PSF Negative 45.0 PSF SIDING METAL SCREW 2 Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF 15lbs. FELT Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSFSEE NOTE 2 F z a 0 Windows: Design Pressure Ratings Vary; See SILICONE _ DRY WALL tow U M Corresponding HAMA Test Report or Dade CAULK -I _ NOA or Florida P.E. Evaluation. -- �- p ti N USABLE CONFIGURATIONS _0 HEAD JAMB ro 0 X SILICONE CAULK .b 0 J GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The 1/4" MAX. SHIM L o> wall thickness through which the anchor screw penetrates in the nailing flange is 0.070". HEAD JAMB SEE C NOTEONE C3ULK 4" DOUBLE 2xa �p HEADER SILICONE CAULK 1/4" MAX. SHIM o SIDING SIDE JAMB y O 15lbs. FELT SEE NOTE 2 >Z 0 p N 10 MAX. iv EXTERIOR SHEATHING a 0 -6 o O.C. d Mv o. a C :LIn i SILICONE CAULK m 2x STUD SEE NOTE 3 c In 1 in w 2x STUDSILICONE CAULK m t 4 c: 0 '77 - U)02R j r (,D 1/4"MAX. SHIM /8 x 2" SHEET = DRY WALL SILICONE CAULK METAL SCREW Z O w SILL i VERTICAL JAMB 0 �- Z i SILICONE CAULK 1= U SEE NOTE 3 (-) 1�- ti V) Z --'i INSIDE STOOL to Z U Z Q SILICONE CAULK co OU W 15lbs. FELT _ FRAMED SILL Q = Z O SEE NOTE 2 DRY WALL C7 3 X SIDING z C7 x _Z 3 EXTERIOR SHEATHING 18 x 2"SHEET U CN METAL SCREW U Z ro _1 .15" MIN. Z e EMB. /� SQ LL 1 C27- �BVILDINC CONSULTANTS, INC ILL 813.659.9197 70" MAX. D.C. DATE: 6/03/02 NO 1. This installation has been evaluated for use in locations adhering to the Florida Building Code SOLE. N.T.S. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DING.BY-. TJH and Other Structures do not exceed the design pressure ratings listed herein. CHK.BY. R.W. 4" Q 2. 151bs. felt must be used as a water barrier. The telt must cover the nailing flange and anchor screw heads DRAWING No.: 3. The full perimeter of the window nailing flange must hove a heavy bead of caulk applied to the building SL-4118 48" MAX. OVERALL FRAME WIDTH---I side before the window is placed in the opening. sNEET_L 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 Id 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.TTO.4-1409 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 387'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 Lyndon F. Schmid?,.1':1✓. 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/I.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 manufacturing 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 Windows,v STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I3.2 specification for structural performance. WINDOW STRUCTURAL TEST •r r• r- RATING SERIES @ 25 MPH RESISTANCE TEST PRESSURE 1000 AAMA/NWWDA 46"x 65" 0.25 CFM 1 5.25 PSF 52.5 PSF DP-35 Double Hung 101/I.S.2 101"x 65" N/A N/A 52.5 PSF DP-35 101" 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 101/I.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 101/I.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 +60.0/-75.0 PSF DP-40 2730/27'80 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 PSF 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/I.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 101/I.S.2 34"x 65" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 3000/3900 AAMAINWWDA 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 3050/3060/ AAMA/NWWDA 3950/3960 101/1.S.2 60" x 77" 0.01 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite The AAMA established standards for structural integrity,air infiltration.waiter infiltration resistance and forced entry resistance. Structural intesrityis 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 InflWationtests involve the equivalent of 25 mph wind,The lower the air infiltration rating the better, Water lnflitrationtests a window's ability to resist water leakage through the window frame,sashesJoints,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 open white 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 NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windowsl STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW • METHODSERIES TEST WINDOW SIZE r• RATING @ 25 MPH RESISTANCE TEST PRESSURE 5500 AAMA/NWWDA 72"x 80" 0.14 CFM 5.25 PSF 52.5 PSF DP-35 Patio Door 101/I.S.2 144" x 80" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 AAMA/NWWDA 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-30 101/I.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 MiThe AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural integrityls 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 Infiftrationtests 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.joints,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 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. Americom REPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windows" STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW • STRUCTURAL TEST METHOD WINDOW SIZE 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 AAMA/NWWDA 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/I.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 Inflitrationtests 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,,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 Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 F RUM :UXLLY C;HB I NL I WHKLHUUSL F HX NU, :yb4byJJ444H May. 18 ;2005 11:;2yHM F11 Proposal -OXCEY CA13INF-T WAREHOUSE, Date: 5/1.712005 . 7037 COMMONWEALTH AVE#8B Jacksonville, FI.32220 (904) 899-66U OW" (904)693.4448 Fax 984) 81XI847 MOBILE Submitted To: Jab Name: ' 2001 PROPERTIES 832-546 CAVALLA 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 $180,00 CROWN MLDG $105,00 STANDARD KNOBS OR PULLS $98:00 L MATERIALS ARE GUARANTEED TO BE AS SPECM.THE WORK A9DVE TO BE PERFORMED PER THE ATTACHED DRAWINGS D SPECIFICATION SHEET,AND TO BE COMPLETED IN A WORKMANSWp LIKE MANNER. TERMS Y ALTERATION OR DEWTION FRCFA THE ABOVE OPECIFICATIONS,INVOWIN0 COSTS,WILL k EXECUTED ONLY ON WRITTEN ORDER AND WILL BECCME AN EXTRA CHARGE OVER AND ABOVE THE ESTWTE OWN,ALL A NISIU NTS ARE CONTIGENT UPON STRIKES,ACCIDENt,OR WAYS BEYOND OUR CONTROL, ACCEPTANCE; THE ABOVE PRICES,SPECIFICATIONS,CONDITIONS,AND PAYMENT TERMS ARE SATISFACTORY AND HEREBY ACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK ACCEPTED DATE _ THANK YOU,BILL OXLEY - I I T Z t C � 3 x ' rrr UVF3 30X 24MR. j Z j rr r 15 42WICR BF392BL t� I;may SPF rr 39BCR 42BCL 33WV36Sp 3Q C 7 a 6 33X` :� i' 361RBS 36X 10 112 i 34 112 -I m ' I c `; r 48 I T 3 30 BF3 �% V30S ' BF3 © ' a a Ll t a =DW-Euro 27W ; � �EPF- %C I 3 1 cc a rc l `J t N i N i 3 -c R Client:KEVIN ALGEE MPG:Kitchen Kompact November 2004 View:Plan Phone: Door Style: Mellowood Maple Sole:Scale-to-fit Design:KEVIN ALGEE Puts: Date:5117!05 Designer: Builder. Page:1 F KUM :UXLCY CHd 1 NL I WHF -HUUSE F HX NU. :'Jb4by 34446 may. 18 ;21JW5 11:JWHM H,. .�3 Ul a�-v $ fLa V N �itgO11 ILI ' O N gEg� z2 Y v p ash W W W W G� � Z acini FHUM :UXLEY CHB1NbI WHKtHUUSt FHx NU. :yU4byJJ4448 May. 1b 2UUb ll:,JUHM H4 i a m Oa � o I I � m i oCL i 4 O 1? m I IL 0 � d F HUM :UXLbY CHH INE I WHKbHUUSb F HX NU. :304b=. 4448 may. 18 ;21JUS 11:.i1HM Ht, CL i °oo L z� v ' Y ami N d t9. v a. M • L . � z y T c C I x r rr x z rr 1 � z rr C C U. rr i ! IT x x I C 9B I II 6 f Qom' ' Q - f s cc { i p e I tt I 3 77- F '! 01 174 4 u 3 rt x L 36 ! }- - 34112 i N Clierrt;KEVIN A!GEE MFG:Kitchen Kompact Novemher2004 =Elevation Phone: Door Style: Mellowood Maple Scale:some-to-fit -,s:gn:KEMN ALGEE Pile: Date:5117105 Designer: 8witder: - Page:1 .`. 1 1 -r y i j i -Y r +t t } f t!t l 1 r , �• t r I "� r - 'y�7f t r t f�l 7t r, � -t i'� I /, s t tri i ., t t sir tr t j+lt ilk ll y}-t 1 tl i i y,: �- r I IIi1 tt,l, lttl+stt)ii x��-- J ��t�ltsf`ljltr%tlft��{/t��}ts/�1}�}trh�� �• �r art ISIrtI JJf ti i r i t.f i t,.,!-!_� 1 � �•�� _- �,;— f+ ! irttI !tit{tr;_ -i '�._�-� r:t_f t 1�:}� ttri _ tttt s 1 r��y,� � /.—✓ -� " tt.-t' �f tr}it.�f{fr 7J�Litl tti}�tl L '_ as Wu 00 1 { Geneml Wes 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 between units. 3-Two 5/8"layers of Type-X Firerock (ASTM C-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 N. Revoan/lssue Dole r m No o,a ba.: 2001 Properties, Inc. 1328 Third Street N. Jacksonville Beach, 3 3 FL 32250 i 8 . F ry a . ti , .--nm� t , � J i r{ �Jj�lttrtft) �T j [f ��{ 7�1i t db ti.7 r t f i t f LL 2 tlrtd}ttJi tTitI � L�) �r `fltl_L1f illi ��i��rtrlljt 1. 141�r1 �t/lri�� Lti, 1tttj �tk?(. rr� 1 ✓�/ \,-- --;.-�"",,•- t ,: t I 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-719 P.002/003 F-463 RC N 1>:JRE R>EfARDANr CORP. 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 flamiyspread 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 & 6116/94 Flame spread =5 Smoke developed=20 CalifQrnia State Fire Marshall#2280-1340-101 State;of Nevada approved as tested I.C.B4O. #5008 City-of-Los Angeles, RR#25232 NOT RECOMMENDED FOR: 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 1F A Humidity: Good Volume solids: 52% Viscosity: 90-95 KU Abrasion: Good VOC: 80 Shelf life: 6 months i 15 - - 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-719 P.003/003 F-463 i I SIGNIFICANT APPLICATIONS 1 San Francisco General Hospital Sarns Town New Casino,Henderson,NV Clark County School District,Las Vegas,NV Hiltjn Hotel,Las Vegas,NV Broadway Department Store,Northridge, CA Robinson/May Department Store,Northridge,CA Tropicana Hotel, Las Vegas,NV Airport Industrial Office, El Paso,TX Vistq Hills Townhouses,El Paso,TX APPLICATION Bros-i, roll or spray with airless spray.Avoid wet film builds greater than I0 mils per pass. Surf4ce preparation: Surface should be prepped and/or primed. Cured 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 Packhging: I gal,Xon pail 5 gallon pail 55 g4llon container Shipping weight: 1 gallon= 12 lbs 5 gallon=60 lbs Safe: Consult the Material Safety Data Sheet for this product prior to use. All t&hnieal 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 j lb-- f I �i ,on 2i 04 Dec Olp Cara].tyn Grauat i i C COP M 1 MJF J LF- W.. mtrit 102 W-M-10213 A C.AS!I`A"[NTIEJt,I<)&,%XTMOit LAT=I*E CONI'INti.W,>'K-1/72 COMBS TIMI WHM ON 1Lt.ACK AND C 99 TWM'dV1'M VWTVVJAL COLORANTS TO RYT ANY OBCORATIM0 SCHWL NC 10213 ANSX CHOICE FOIL EXTlRX* APPLICA71ONS ON WOOD PANELING.PP.*aD 1NL+'t'A,L„l�'I.AS S AND DltYV1�ALL,WHERE A CLASS"A*FLA MPRLAD 13 DESI Si/ iQTiD t3itSs �iICKWICANT A*XATl&ft • CAwbs owdo fWbumme in p vven dee • LAN ft ANCISCO OBNEItAL NORMAL L � op'o6 of some. • Ceti of*ywall,Oww or M 1s SAWS TOWN WZW CASM. plow spr"A of!Lair! I I 149WD04M,NEV UA • Etdxiar widl/withouc u Lap oast_ . CLARK f OUNTY SaiOO.11 SMcT LAS VZOAS.W9VADA j NOT>ii+O01rIM E11! 1 * NILI ON LCIS VEGAS.NV • iwoa o+rwkr I BROAD AY DEPT,STORE T,r CA • VWXII iW stlbf�afff • RQitN niI MAY DE"STORE • Rio ae,*.anarr � HOft �CA • TRiJN iVA i14Ttl..LAS Vitt V • KACHII�I�►*ETROLEUM.NM • DAR Putt'i6RVK'1E.*A COMPATI�LL,CI1f WITNI t1'RINtI<CO,AT11WOli: , sow femtxo + CCL DOS nrAIDO X O i IL A CASWO lAiidTA#MClzt • OMSK GLEMALE,CA • WEAlw,,i�CA'1Op • C$XAS 0 HALL • NiJINIDITY:G0ou LAS V AR NV I • ABRASM.OOOD IF'Ii Acav wrrH surlRta S>i1'S,it�R11AA1K,CA OIAt TOP Cowl 1 tZI • AIRJ"O'R NDUMIAL OFFICE. LA1'WCWAFPll0 AAAs ) ELM TX • U.R. TBSTINe CQRPvIRATM AAft7!!Pi KwT10N wIA�IT6lt SMOKE D*VMA MPA)-20 � • D CAMAT 1 EfkMT)ONAL • �0 1QR7AT!<MTTtB MARtCNAt.T, O�MJ V • ION ZlMIr11t�TCoRpopikVLAN!?lfrl"1Y'�lTl + $TAT$OF NWVADA APPROVBD Ali � GSA' MY. OF ATLANT) BEACH lass ! i BUILDING OF ICF • ��ArMX&R*0=2 .IAN 2 9 1 0# t AIISWCAM l711i8 RATmVIAMT co". Vll�1 Wt^TLA?4D$`UT$Ut't't C TiANTIRIc.Cl I►W1 COP i on 1 04 C2; QIF Carolun ro?,ew*l 40-�-2yr-wwuv P I I or 2 I STC"ov CONDIT'GNS. Cl"s; STORE 1N A DRY,WRLL,"J"t NTTLATED ft.AT AREA AT 40OF Th 120F, CL7Lt�lt.9: SMAL'E PREPARATION: WHM A CUSTOM SURFACE SI-MLO GE PREPPM ANx.VOR PXIMAW, Wldl"T F9K GALLON- (iS VERAGE) I t LBS. V'tSCOSITY: BOAS KU { VOLOMJE SOL MS; "AV'E1tAGE APPLICATION TK NNER.: WATEROgg AR QE CLEAN»UP'1 tftlVi�IS1k: WARM SOAPY WATER VOC trmCAL).GIL. �LBWQAL)W ACTIV ATS• NOT APPLICA JLE: i n.AiH POFNT- �LI°F PCT L,IFR: NOT APPLICAB4L PAC M: GALLON PAIL AP"!"iJCATION MRTNOD. 5 Q.A"OW PAIL BRUSH.VOLL OR SPRAY WITTI A1iRt.MAY, $!GALLON CONTAINER AVOID WST FILA StRLES GREATER THOO WIL,S PM PASS. 3ktjWTNQ WbIGHT: OALLON- 12 LBS. CCI'Ri•TIM CS.(Al'70a TYPICAL) �GALLONS-60 LHS DAY TO RECOAT—30 MIOUTES i DRY TO TSOVCH— i HOM SHED LIFE- DRY TO RANDL E—4 HOVRS d Ir[OA}THS TNOROUGH CLJfM-- Y WIL Sk SAP�ISY: U1R'Y FELJ4 BUMDr: WNSULT THE MATBRIAL 10 MILS. 4AFETY DATA SHEET FOR S PRODUCT PRIOR TO USE 100 SQ.FT. AWMONAL.COMMENTS ALL TWH' AL ADV= WRT TtLM*VIXXk WAV10ES D REC0k*4?N0A'C)0NS 10 MILS 2 COATS ARE REIVDi iD by THE snu t GII;ATIS. 'Y 0y ARE"SBD ON TECHNICAL BATA willcII T It LLSA BBL MV94 TO SE RELL 4LE. R ASSL1MfLS NO RESPONS tLLTY POR FOR RESULT OBTAIN M- OR DAMAGES INCURRED THEIR USE BY BUYER IN '314OL E IN 0t IN PART. 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 !ring" Application Number . . . . . 05-00030640 Date 6/27/05 Property Address . . . . . . 838 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor - - - - -- --- -------- ---- -- - -- ------ ---- ------------ ATLANTIC PROPERTY PARTNERS R. B . SEYMOUR ROOFING INC 838 CAVALLA ROAD ` 7225 CRANE AVENUE #49 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 993-0739 --------- ------ -- ---------------------------- ----- - --- - ---- -------- --------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due -- ------- -- ------ - ---- ---- - ---------- --------- - ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDI G OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 932- �Va�O�-�� 2 0 Date 23 (fl5 Heated Square Footage @$ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ 1-3 f90 3S^ $ 3 S Total Valuation 1, $_ loe� i Remaining Value $�.per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE ZONING: + %Z Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ v WATER RAPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING ( ) S HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 0 GRAND TOTAL DUE: $ G Fee 2 aLL , 93Gl gay �3� Fc � CITY OF ATLANTIC BEACH cc: BUILDING /ZONING DEPARTMENT �. Higgins 800 Seminole Road Atlantic Beach,Florida 32233 oerr (904)247-5800 (904)247-5845 Fax RE�C�E V ,'--- - f www.coab.us CITY OF ATLANT)c i'EACN SULDIN(-, P, 70N AK' I PLAN REVIEW COMMENTS JUN Z 3 2005 f Permit Application # C)6 - -ou,3-7 Property Address: g 44 C^o/A,t._LT:�iD. Applicant: N e-) )2. R' o p f 1 r�C� Project: `}�� 1--;-)Opi� This ermit application has been: Approved r7 Reviewed and the Following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: x i CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: C� 11)— OS L2vzllz Job Address: Owner of Property: CS�Address: ephone:qQ L4 Contractor: 2 r; S'e m o State License Number: Contractor's Address: egw Telephone: 3— © !7-K!7 Fax: R B Se v mQ1 c�✓� wi z�1��O r.. Scope of Work: !` o Deck Slope: 3Z/.Z" Greater than 2:12 Less than 2:12 Valuation of work: $ —Z'/ .S-O o Product Name(Example: Timberline): ee r Manufacturer(Example: GAF): 60 ASTM Designation(s): kyfaz- Required Inspections: She g and F' al Signature of Owner: Date: 6 2 3 O Signature of Contractor: Date: Z 3 p S� AS TO OWNER: Sworn to and subscribed before me this 3 ad day of_� J✓^ji- 20 Dr State of Florida,County of Duval 1 1 A qY P•. HAROLD MATTHEWS Notary's Signature: rT... MY COMMISSION*DD 397843 ., EXPIRES:May 14,2009 Q Personally known Banded rnN Notary PLOIc UnderwrHers El Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this a~3 day of 20 01'— State of Florida,County of Duval Notary's Signature: Fie** Yui s H�aDMA�{ ❑ Personally known ;, MY COMMISSION#DD 397843 ❑•'Produced identification a EXPIRES:May 14,2009 Type of identification produced I . BoredThruNotaryPublbUnde:writers 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fLus Page 1 Revised 2/21/03 CITY OF ATLANTIC BEACH SS f 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029566 Date 1/20/05 Property Address . . . . . 838 ,CAVALLA RD Tenant nbr, name . . . . . . 1 4 1125AMP, 1PH, 3W, 240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ---------- --------- ------------------------ 2001 PROPERTIES ALL CITY ELECTRICAL CONTRACT. 838 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc REROUTE SERVICE ENTRY CABLE Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 0 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. (A: - c ua s BUILDING OFFICIAL t CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 11121-16S Property Address: 3 0ct.y t1 tic-, f Owner: 2 Oc) �� - t,-e S Telephone#: 7- ?VY3 Contractor: 4-1( Ct V It 2C TV Ic_.ti C-��n'IVc c rI)L Telephone#: 7/ 01 :11 Contractor Address: 13-70' �''�'✓� �` T--IX Fax#: _371 0 (�0 2— In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans 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: 1f other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number: Re-wire ❑ Addition Sq.Ft. Repair Conductor Size: AMPS: COPPER ALUMINUM Switch orII� RACE Breaker AMPS Z. PH W 3 VOLT Z. `6 WAY Existing Service RACE Size AMPS Z PH W VOLT ` WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches 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. Sin /f Miscellaneous I r&O t C G' U l C4�_ �1 Com,Lj1 e 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Ot73c, CITY OF AW44t '6 Ve4d - 576ua& 800 SEMINOLE ROAD ----- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 June 15, 1994 Mr. Daniel Holden 3873 Jean Street Jacksonville, FL 32205 Dear Mr. Holden: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 838 Cavalla Road a/k/a Lot 6, Block 26, Royal Palms 2A RE#171717-0290-0 kA An investigation of this property discloses that I have found and determined that a public nuisance exists thereon as to constitute a violation of Section 12-1-3 of the Code of Atlantic Beach (high weeds and grass) in rear of building. You are hereby notified that unless the condition above described is remedied within fifteen (15) days from the date hereof , the City will remedy this condition at a cost of the work plus a charge equal to 100% of the cost of the work to cover City administrative expenses, which will be assessed the property owner or occupant . If not paid within thirty (30) days after receipt of billing, the invoice amount plus advertising costs, will be posted as a lien on the property. Within fifteen (15) days from the date hereof , you may make written request to the City Commission of the City of Atlantic Beach for a hearing before that body, for the purpose of showing that the above listed condition does not constitute a public nuisance. Sincerely, C Karl W. Gr newald Code Enforcement Officer KWG/pah cc: City Manager Don Ford VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF 1*&a&? Fead - 9&u d4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5"5 TELEPHONE(904)247-5800 FAX(904)247-5805 August 6, 1991 Chief David Thompson Atlantic Beach Police Department 860 Seminole Road Atlantic Beach, FL 32233 Re: Junk Automobiles Dear Chief Thompson: Please have the following junk automobiles towed: 750 Cavalla Road - Tan Mercury Lynx, Broken Windshield No Tag, No VIN* 838 Cavalla Road - White Pontiac Firebird - No Tag No VIN# Sincerely, D10C. Ford Code Enforcement Officer DCF/pah cc: City Manager CITY OF ATLANTIC BEACH, FLORIDA App. by APPLICATION FOR ELECTRICAL PERMIT TTHE CHIEF ELECTRICAL INSPECTOR: DATE: 19 9'S 4PORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME � - J / G�. ,y ADDRESS:,L8 IGL-a�rt. 2� F✓/5� RFD BOX BLDG.SIZE BETWEEN: &a "az I, RES.(d APT.( ) COMM.( 1 PUBLIC( 1 INDUS. ( i NEW( ) OLD(a REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) / SO. FT. SERVICE: NEW( 1 INCREASE ( REPAIR (J/1 FEE CONDUCTOR SIZE 100 AMPS COPPER I I ALUM. SWITCH OR BREAKER AMPS I PH 7 W 24g, VOLT rbr V RACEWAY EXIST.SERV.Sl ZEi l 19.9 AMPS a PH 7 W VOLT f#d RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT O.1OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: I UNDER 600 V. OVER 6DO V. 1 rr ..� BUILDING AND ZONING INSPECTION DIVISIONzVow c z CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT air Date _SA Fee E 20#00 Permit No. W 9; . Location 06 CNWA - p �. Between and This is to certify that am= Aix= swam B. IUMS _ o (Electrical Contractor) (Master Electrician) o has permission to install Electrical Construction as described herein in W a accordance with the provisions of the Electrical Code and regulations Z a of the City of Jacksonville, and subject to the information shown on the = application, drawings and specifications which are made a part of this 3 Y permit. t= .0 for PA011M BMW W O CL Type of work- SERVICE: Odt& CC ork:SERVICE: r 111121111*111111111! X* a to V Feeders: W O Outlets: u Receptacles: m Switches: `^ incandescent: t- Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: Miscellaneous: IOU Atw sun= ASNAMU-3 IF NO WORK IS DONE UNDER THIS PERMIT-DUR1Nl; ANY SIX ISSUED BY: MS PERIOD, PERMIT Electrical Inspection Supervisor S �/9kIQ.