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Permit 846 Cavalla Rd CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031893 Date 12/28/05 Property Address . . . . . . 846 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 -- ----- -------------------7--------------------------- ---- --- --------------- 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 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 i . CITY OF ATLANTIC, CH MECHANICAL PERMIT APPLi&#ON Date: Property Address: 3 Owner: / Telephone#: ill Contractor; Jvori ry Telephone#: 5 Contractor Address: /Jvc � f'� _ Fax#: Z`ll 3�Y Contractor Signature: In Gusidgrati�permit vee for doing the w&t a described the above staten=4 we hereby agree to perform spill*4 . aorArdance with the attached plans and speacations which are a pat hereof and in accordance with 1hWCity of Atlantic Beach ardicanoas and standards of. good ice listed therein Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number:. O Electric I O Gas: LF Natural _,_,central Utility O Oil r 0 Other—S cify MECHANICAL EQUIPMENT TO BE INSTALLED• NATURE OF WORK 0 Heat Space _ReceswdC�Floor 0 Residential O Air Conditioning: Room O Duct system: Material Thickness 0 Commercial Maximum capacity cfm ,� w O Refrigeration 0 New Building O Cooling Tower.Capacity tLDm0 Existing Building Y 0 -Fire Sprinklers:Number of Heads O $levator. ManM Escalator (Num 0 F Replacement of Existing Systetq -`. O Gasoline Pumps (Number) _ ": 4 (Number) 0 New Installation i O Tacks (No system previously insts w) - 0 .'LPG Containers (Number) , a 0 Unfired Pressure Vessel 0 Extension or Add-on to Existing System. Boilers Gas Piping O Other-Specify Cl: :Other—Specify LIST ALL EQUIPMENT AM CONDITIONING,REFRIGERATION EQUIPMENT CONDENSORa� Ton's . ty? Number Units Description . Model# t h • HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Numbgr Units Desai ion Model l Maaufacwcw BTU's Ate, TANKS Nominal Capacity Type Liquid Serial Approving How Many Dimensions Contained Manufacturer No. Agency 800 Seminole Road a Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800* Fax: (904)247-5845• htto:llwww.ci.atlantib.fl.us 'lttevised 1/04 r a � CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD / ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031389 Date 10/10/05 Property Address . . . . . . 846 CAVALLA RD Tenant nbr, name . . . . . . CHANGE FIXTURES Application description . . . ELECTRIC ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ NERS ALL CITY ELECTRICAL CONTRACT. 13768 WEBB ROAD L 32233 JACKSONVILLE FL 32218 (904) 714-0131 ------------------------------------------------- :LECTRICAL PERMIT 70 . 00 Plan Check Fee . 00 Valuation . . . . 0 irged Paid Credited Due City o-�f-�__Atlantic Beach ------ ---------- - - - * # L116T<wE� �EIPT +� 70 . 00 70 . 00 . 00 . 00 Opera D9MI714 Types OC Drawers 1 . 00 . 00 . 00 . 00 Dates IUl6105 $I Receipt nes 196P 70 . 00 70 . 00 . 00 . 00 %b%*4kM 3t kk'y kow am BP BUILDINB PWIS. fM N Im 303 BP BUILDING PERMIT 313851.0 fM11 BUILDING PERMITS 1.11 fMN 2115 31396 BP V BUILDING PERM1 S fM 11 iz116 31397 BP BUILDING PERMITS 1.0 fMN ✓2116 31389 BP BUILDINS PERMIT fMM X2116 31389 BP BUILDING PEMITS fM N 2116 31384 BP BUILDING PERMITS 1.M fM M .E WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA Tender ail 1814 $5L Total tendered $ULU Total payaent f561.N Trans date: 11/11/85 Times 11:56:42 1,y� r CITY OF ATLANTIC BEACH s ,.5.•,SSl y ELECTRICAL PERMIT APPLICATION �M n' Date: Property Address: y �' ( c�c �(� � y Owner: AA—Yjf1 L.LC Telephone#: Contractor: d4o_ elephone#: Contractor Address: 6 b Fax#: 379 — 66 0,,? Contractor Signature: In consideration of permit givenf, o' -Wo- as described in the above statement, we hereby agree to perform said work in accordance with the attached pl specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of o ractice listed therein. Building: ilding Type: ❑ Trailer Service: If other construction is ❑ New J�K Residence ❑ Temp. ❑ New being done on this building 1r s ` ❑ Increase Or site,list the building Old ❑ Commercial ❑ signs Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM 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 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 UNDER60 V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea Si Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httn://www.ci.atiantic-beach.fl.us Revised 1/04 A j j r r 1,j City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: August 25, 2006 Owner: Atlantic Property Partners Address: 846 Cavalla Rd., Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Residential/Remodel Permit Number: 05-30949 DAVID BE OIT Inspector Post in a conspicuous space. CITY OF ATLANTIC BEACH gS3 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030949 Date 8/17/05 Property Address . . . . . . 846 CAVALLA RD Tenant nbr, name . . . . . . INTERIOR REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERT PARTNERS UKON CONSTRUCTION COMPANY INC 846 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 Expiration Date 2/17/05 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 P IS APPROVED 4SRDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA ING CODES. dV BUILDING OFFICIAL r _ CITY OF ATLANTIC BEACH cc: ' BUILDING /ZONING DEPARTMENT ° Ford Jr 800 Seminole Road S. Doerr Hi s Atlantic Beach,Florida 32233 �M1J 3fil>'' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # OS 'JUL 2-00-11i Property Address: z" Applicant: L) V10 Project: �1�T • � -7`{01 This permit application has been: ER"--Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: /0 Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations &Additions) Date: 07107/05 Job Address: 846 Cavalla Rd 441- Owner IiOwner of Property: Atlantic Property Partners Address: 1328 north Third Street Jacksonville Beach,FL 32250_ Telephone: _904.247.7414 Legal Description: Block ll Number:x_+26 Lot Number: 7 Zoning District: Contractor: (J J`kk) C r,iy`J State License Number: Contractor Address: ry Telephone: — Quo r a Z 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 info io rovided with this application's correct. Signature of owner: .//4 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 t orrect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: r Loor Date: �.�_ q$ J/ 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 ��u�� ,20 . State of Florida,County of Duval lube M Haynes Notary's Signature: MYCOMMISSION# DD126313 EXPIRES ' a August 19,2006Personall known BONDED Personally y qfu ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this -� day of 20 Vb. State of Florida,County of Duval �j Notary's Signature: 1�+�" JEANNE M.SHAW +; := MY COMMISSION#DO 435986 t ❑ Personally kno • EXPIRES:May 31,2009 V#(. .' BMW ��roduced identification Type of identification produced r i V LA C 13 (x - 43a-�+%+•Lk(o_- -6 800 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 1/04 CITY OF ATLANTIC BEACH . ' BUILDING PERMIT APPLICATION CHECKLIST k (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 ._- _. -_.... .--�... . ..�''�_ _... ._ __ _.__.� �.., �--__. ,../"• 1 , it _ - - � 1,��, 1 � t. + �` � ��l �� . � �' ,�, �' 7 t, ...../'� t � �,,�',� i� ', �� ' `� � .� 1 �.. _--- �;, � � ��., `�� '� .-,r, �,�� `` 1 `,t�'�,,, �.1 ', ,t ,` , 1� � � � � 1 _ � t �. i` �� _ . _-, �` - - ��1 ...---�^ i� _ 1 .� �� 1 ��'t �� _ r 7 � , t,�1/�iilf�ttr tr,' t 1, ,? zl�litrr yttfti r trttlrl,tl t{ rtit t t t t , ri't j f r Lt, t t t t It ti � , 1r t rltr( � tltt 11{ �. 1 t r r t `...- r } t rf 1 t t 1 1 t��;��ttrr r'r.tjt � t r t , t 3tttr�,.lrir+,r -1.3`-j"`. fir, ri,-t-1t` rlttlt�t Ittt r 1t � r, � �� ✓ij �s.�--'"` S- rrtt //t Cavalla Rd.Unit: 846 Firewall -Front riaht 1 "=4' Kevin I ee Two layers of 5/8" fi rerock, fire tap-or fire calked at all joints and floor joists, on all walls including truss 0.63" y= . 0. Cavalla Rd. Unit: 846 Firewall -To 111=4' Kevin Aee Wall between Units will have 2-5/8" firerock layers on each side of common wall with 1 -5/8" layer on the underside of the roof decking extending 4' out from each wall, braced with a 1 'x2" on the truss. 48.01„ 0.65" 0.63" APPROVE CITY OF ATLANT}d EACH BUILDING QF AUG 112005 By. 48.54" Cavalla Rd. Unit: 846 Firewall -Side 1 "=4' Kevin Algee 0.72" 7777.77 F 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: 1 x4 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 (1 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 1/4" 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 Hardiplanke Lap Siding James Hardie® Building Products INSTALLATION INSTRUCTIONS 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 shrinkage ii.Shears(Pneumatic or Handheld) -NEVER use a power saw indoors at butt b.Better: I.Dust reducing circular saw equipped with NEVER use a circular saw blade that does not carry the Hardiblade logo 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"D.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. 0 The first course of any wall should be installed over a 1/4"lath strip to ensure a consistent plank angle(see figure 1). Blind nailing Hardiplank . studs weather-resistive a from barrier pllank top x ° Bather-resistive ° barrier I318"from o ° ° fastener plank edge °o° °°° 1/4"thick lath strip leave appropriate gap between plank and trim,then caulk* I Space plank according to joint treatment either in *moderate contact "moderate contact"Qoints 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 NIOSH/MSHA 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.Aweather-resistive barrier barrier �2" is recommended between the framing and the siding. concrete foundation ° weather- resistive i 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 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"Iongg) • 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 PanelfastM (0.100"shank x 0.313" HD x 1-1/2"long) stud 24" _------' o.c.max. 1 1/4"min. stud 24" o.c,max. overlap weather-resistive ° moderate contact barrier_ blind nail 314" 1" Minimum overlap for Both Face �—r face nail and Blind Nailing weather resistive min. 1 114" barrier overlap 11/4"min. weather resistive } overlap barrier *moderate contact t When face nailing to OSB,planks must be no greater than 9 1/2"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. Hardiplank®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 driven 9M Countersunk, 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 depthJ add nail kly proves difficult,choose a setting that under drives the nail. Hit the under driven nails snugdo 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 HARDIPLANO 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-005,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 . F% Craftsman /�OW and DOOR COMPANY' MADE IN THE U.S.A. j SERIES 2900 VINYL SINGLE HUNG WINDOW Window Size,Rough Opening,Clear Opening and Glass Size Information - M "i,,' 2/6 x 3/0 30 x 36 30 1/2 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 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 211/2 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 30 1/2 x 741/2 25 x 321/2 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 30 1/2 x 841/2 25 x 371/2 6.51 257/ x 40 13.59 36 x 36 36 1/2 x 36 1/2 31 x 131/2 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 36 1/2 x 38 1/2 31 x 141/2 3.12 31 7/8 x 17 6.94 3/0 x 318 36 x 44 361/2 x 441/2 31 x 171/2 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 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 `., 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 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 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 �r 3/0 x 5/6 36 x 66 361/2 x 661/2 31 x 281/2 6.14 31 7/8 x 31 12.97 3/0 x 6/0 36 x 72 361/2 x 721/2 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 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 Effective 1/1/03 Page 29-31 ppeoZOArerrean - 00000 Craftsman WINDOW and DOOR COMPMNY 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 "610! 72 x 23 72 1/2 x 231/2 1813/16 x 177/8 2.34 223/4 x 187/8 8.20 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 45 721/2 x 451/2 1813/16 x 397/8 5.21 223/4 x 407/8 18.23 6/0 x 4/0 72 x 47 721/2 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 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 18 13/16 x 457/8 5.99 223/4 x 467/8 20.96 6/0 x 4/6 72 x 53 72 1/2 x 531/2 1813/16 x 477/8 6.25 223/4 x 487/8 21.88 72 x 59 72 1/2 x 591/2 18 13/16 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 3.33 303/4 x 187/8 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 18.67 810 x 316 96 x 41 961/2 x 41 1/2 2613/16 x 357/8 6.68 303/4 x 367/8 22.41 810 x 3/8 96 x 43 961/2 x 431/2 26 13/16 x 377/8 7.05 303/4 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 4/0 96 x 47 961/2 x 471/2 26 13/16 x 41 7/8 7.80 303/4 x 427/8 26.14 8/0 x 412 96 x 49 961/2 x 491/2 26 13/16 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 8/0 x 5/0 96 x 59 961/2 x 591/2 2613/16 x 537/8 10.03 303/4 x 547/8 33.61 a 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 RW g R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL-107F Silverline Building Products, Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCREMON 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"V'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 ASTM E330 Uniform Static ATI—York,PA February 16,1999 01-34085.01 Adam Fodor Air Pressure November 10,1999 01-36126.01 ASTM F588 Forced Entry ATI—York,PA February 16,1999 01-34085.01 Adam Fodor November 10,1999 01-36126.01 ASTM E547 WAff ATI—York,PA February 16,1999 01-34085.01 Adam Fodor Penetration November 10,1999 01-36126.01 ASTM E283 Air Infiltration An—York,PA February 16,1999 01-34085.01 Adam Fodor November 10,1999 01-36126.01 Design Pressure Ratin¢s: Configuration Glass Maximum size Design Pressure Ratings Single Hung Window 1/8"Ann.-Air Space-118"Ann. Up to 48"X 84" +30.00 psf -30.00 psf Single Hing Window 1/8"Ann.-Air Space-1/8"Am. Up to 44"X 62" +45.00 psf 15.00 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-U8"Am. Up to 38"X 60" +50.00 paf -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" 6.00 6.00 I s • p O �O O s O M s O #10 x 2 1/4" SHEET METAL SCREW o a C6 so T 1 #10 x 2 1/4" SHEET METAL SCREW SIDE JAMB SILL HEAD JAMB #10x21/4" 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 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 ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 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 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 1/8"Ann.-Air Space-I/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" +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 1707.4.4.2)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. 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. O.C. _ N4' M U U = OO O p #8 x 2" SHEET METAL SCREW, TYP. 4" �l 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAM*x2" SILL #8 x 2" SHEET HEAD JAMB ET METAL SCREW METAL SCREW DWG. #SLSH-411 i DRYWALL (D MODEL DESIGNATION: Silverline Serres 2900 Single Hung Window in 2 ai 2.0. 3"x 3/16` TAPCON o MASONRY UNTEL O1 MAXIMUM OVERALL NOMINAL SIZE: Single up to a maximum of 48" x 84" `� w MIN. TYPE ANCHOR � DESIGN PRESSURE RATING: Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF FURRING 44" x 62" Positive 45.0 PSF Negative 45.0 PSF e O Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF yap Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF 6 u) Windows: Design Pressure Ratings Vary; See SILICONE DRYWALL �I O -� M CAULK to U Z M t Corresponding AAMA Test Report or Dade uJ U _J NCA or Florida P.E. Evaluation. USABLE CONFIGURATIONS _0 ai 2 x 6 SUB-BUCK o I` y O X n W SILICONE CAULK >. � O J GENERAL D SCRIPDON: The head and side jambs are extruded PVC. The HEADER JAMB -I o u7 MAX 0.25" m wall thickness through which the anchor screw - SHIM SPACE penetrates in the head and side jambs is 0.070". 1.33' MIN. 6" HEAD JAMB /10 x 1 3/4"PAN HEAD a SHEET METAL SCREW EMB. MASONRY 6"-{-----� EN SILICONE CAULK I ,•`ICX MAX. 0.25" CJ C) .js-. w O SHIM V ' 110 x 7 3/4" PAN HEAD _ -p j Z O ' d SHEET METAL SCREW _ If O Y O 3" En SEE NOTE 3 BELOW 110 x 7 3/4" SIDE JAMB �L� ... ` SHEET METAL SCREW - r•i..;_.i.�Y N c o 2 WINDOW FRAME SILICONE CAULK 2t !�' .:'. O Z d _ TO BUCK 3"x 3/76••TAPCON O 1.1 - TYPE ANCHOR INTERIOR .SASH TRACK 2 x 6 SUB-BUCK Z > I DRYWALL 1 x 2 O O ' MEETING RAIL 0.25" FURRING 1.25"MIN. CTR LINE MAXSHIM SILICONE CAULK EMB. to ¢ J _ _ INSIDE STOOL Z O r� Q - - SILICONE CAULK SHIM U') O = z 1 VERTICAL JAMB O Ld MASONRY _ 1"x 2"FURRING IY Y W ' O •'7.., e n SILL DRYWALL U :'D } X EXTERIOR SASH TRACK - - N , O _ 3" X 3/16"TAPCON SILL = 00 BUCK TO MASONRY �- 7.625" U Z � - BUILDING - , CONSULTANTS,INC ' �:� , 673.659.9197 •� a NO 1. This installation has been evaluated for use in locations adhering to the Florida Building Code DATE` 5110102 . and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings s and Other Structures do not exceed the design pressure ratings listed herein- 2. N.T.S. DWG.BY: TJH 2. When installing a window that is 36"or Tess in width, the centerline screw at the head may be eliminated. Cres BY. R W I 3. Wall dressing at exterior flanges By Others. DRAWING NO.: F—48" MAX. OVERALL FRAME WIDTH 4. Adjust Tapson anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortar joints. SL-41OR SHEET 1 OF 1 h MODEL DESIGNATION: Silverline Series 2900 Single Hung Window W/ Nailing Flange 8 15" MIN. y MAXIMUM OVERALL NOMINAL SIZE' Single up to a maximum of 48" x 84" 1. EMB. a � > EXTERIOR SHEATHING 2x FRAMED HEADER 00 DESIGN PRESSURE RATING' Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF 18 x 2"SHEET , o 44"x 62" Positive 45.0 PSF Negative 45.0 PSF SIDING METAL SCREW .2 a1 Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF 157bs. FELT E u 'n Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF SEE NOTE 2 r Z 0 n Windows: Design Pressure Ratings Vary; See SILICONE _ DRY WALL to w U rr1 Corresponding AAMA Test Report or Dade CAULK ti —1 i NOA or Florida P.E. Evaluation. __; e o tl ri USABLE CONFIGURATIONS: O HEAD JAMB � � m � X SILICONE CAULK p 0 J GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The 1/4" MAX. SHIM wall thickness through which the anchor screw Sit ICONE penetrates in the nailing flange is 0.070". SEE NOTEC3U� HEAD JAMB 4" DOUBLE HEADER 2x SILICONE CAULK 1/4" MAX. SHIM `on rn SIDING SIDE JAMB m O 15lbs. FELT SEE NOTE 2 0.>Z O ry 10" MAX. iv EXTERIOR SHEATHINGd O Y C) :3 SILICONE CAULK m 2x STUD SEE NOTE 3 �rri _ in w 2x STUD SILICONE CAULK m L V)OZCL 7/4" MAX. SHIM 18 x 2" SHEET DRY WALL = SILICONE CAULK METAL SCREW V7 Z W i Z O O LU SILLVERTICAL JAMB O F- Z SILICONE CAULK P-- U SEE NOTE 3 W LL V1 1— Z JI INSIDE STOOL Q SILICONE CAULK (7 W 1516s. FELT FRAMED SILL CC = Z O SEE NOTE 2 DRY WALL U N ( 3 X SIDING Z O Cc X Z 3 EXTERIOR SHEATHING 18 x 2" SHEET N METAL SCREW U O Z 1.15"MIN. Z EMB. Q L, 3 1 $� BUILDING CONSULTANTS,INC 813.659.9197 10" MAX. o.C. DATE: 6/03/02 .NOTE 1. This installation has been evaluated for use in locations adhering to the Florid. Building Code sem' N.T.S. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DWG.BY: TJH and Other Structures do not exceed the design pressure ratings listed herein. CHK.BY: R.W. 4" d 2. 75lbs. felt must be used as a water barrier. The felt must cover the nailing flange and anchor screw heads.DR"'NG No.: 3. The full perimeter of the window nailing flange must have a heavy bead of coulk applied to the building SL-411R 48" MAX. OVERALL FRAME WIDTH side before the window is placed in the opening. sNEE __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 -732.435.1000Facsimile—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. 9B-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.-No.43409 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 Lyndon F.Schmid?,.I- . 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 manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 5-3— Silverline -3 -Silverline Building Products ID#S-019-1 Lyndon F.Schmidt, Y.E.No.43409 January 9,2004 Sheet 3 of 3 American NEW CONSTRUCTION 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 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" NIA 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 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 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 2730/2780 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 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 101/I.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/I.S.2 60" x 77" 0.01 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite e 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 inflltrationtests involve the equivalent of 25 mph wind,The lower the air Infiltration rating the better. Water Inflltrationtests a window's ability to resist waster 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. American NEW CONSTRUCTION WINDOW CxaNman 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 SERIES @ 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 The AAMA established standards for structural.integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityls the ability to withstand windand 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 InItrationtests involve the equivalent of 28 mph wind,The lower the air infiltration rating the better. Water nHitrationtests 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 hundred's 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.amoricancraftsmanw!n.com or call us at 888-504-0005. INAmerican REPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windows 0 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 •' RATING 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 44"x 60" 0.19 CFM 5.25 PSF 52.5 PSF DP-35 1200 AAMA/NWWDA 40"x 72" NIA NIA 45.0 PSF DP-30 Double Hung 101/I.S.2 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 4.501PSF 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 AAMAINWWDA 48"x 31" 0.13 CFM 6.75 PSF 37.5 PSF DP-25 10111.S.2 6900 Garden AAMAINWWDA 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 J 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 AAMAINWWDA 108" x 48" 0.07 CFM 5.25 PSF 52.5 PSF DP-35 Slider 101/1.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 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 Infiltratiomests 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,washes,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 Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 F RUM :UXLEY C:HB 1 NE I WHHI=HUUSt F HX NU. :yb46yU444H May. 1H 200b 11:2yHM H1 Proposal '(7X.CTy CABINET WAREHOUSE, we Date: 5/17/2005 7037 COMMONWEALTH AVE#8B Jacksonville, Fl.32220 (8D4) 889-5564 Of rA (904)694448 Fax 904) 813-1847 MOBILE Submitted To: Job Name: 2001 PROPERTIES 832-$46 CAVAL,L.A 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 $160.00 CROWN MLDG $105,00 STANDARD KNOBS OR PULLS $gg;pp L MATERIALS ARE GUARANTEED TO N AS SPECVM.THE WORK A00VE To BE PERFORMED PER THE ATTACHED DRAWINGS D SPwFICATION SKEET,AND To BE COMPLETEb IN A WORKW W81•Wy LIKE MANNER. TERMS OR DEVIATION PROM THE ABOVE SKCIPICATKINS,INVOLVINO COSTS,WILL BE EXECUTED ONLY ON WRITTEN rog=m 8l;Cpr1E AN EXTRA CHARGE OVERAND ABOVE THE ESTMMTE GIVEN.ALL AGNMEMSNTS ARE CONTK3ENT LWON RIKES,ACCIDENT.OR MAY$BEYOND OUR CONTROL. ACCEPTANCE: THE ABQVE PRICES,SPECIFICATIONS,CONDITIONS,AND PAYMENTTERMS ARE SATISFACTORY AND HEREBY ACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK. ACCEPTED DATE, THANK YOU,BILL OXLEY � T - z s C ( 3 t rrf T VW3 l i 3QX 24WIGR- IT BF3 42VVCR 12BL I a }EPF z `•J �` ;rt rr W6SD 30 y 42BCL 39BCR 33W 1 cr 76 v 36X 109 112 —34 1R —I 33X RBS c 48 i yZ, - 3 i 30 B3 •' V30Sf' BF3 30 }DV�Euro � 27W ; - - 3 a i kc R Client:KEVIN ALGEE MPG:KRchen wpad November 2004 View:Plan Phone: Door Style: Melrowoml Maple Scate:Scale-to-fii Design:KEVIN ALGEE Pup: Date:5117105 Deseflner: Budder: Page:1 RK M :UXLEY CHBINEI WHRLHUUbE RH NU. :�4b3J444U may. ee ee0b ll:,SIJHM HJ , . ... . & ■ 3� . - a! .� \ . A . . , . s . . .. . .. . � _ .. . . .. Jf § �� 2 < . . § L . . � . .aƒ\ n z c 3 C x r rr - x �`� - - — rrrr - ------------------.---"` x i ! I--------------- S xc rr _ t ffff� cr. 7 � T kLQ rr A A p a I j 7 J ---------------- OOLI ` ----- - ac CK ' --. Clferrt:KEVIN ALCEE MFG:Kdchen Kompact November 2004.- View Aerspedve Phone: Door We: McAowood Maple Scabs:Scale-[o-fit Destgn:KEAN ALGEE Pub: Date.-5117M Designer. Balkier: Page:1 T I °z C 3 S C X . r rr x Z fT .--_-----_- x l - i:k IT rr BOB A Cr tZ � A j1I Q cc 1j - 14. (. S - U is e 3 Z V C�erit KEVtN ALGEE MPG;K tchen Kon ipact November 2004 - Yew--Perspective Phone: Door Style: 1dlelowood Maple - Scale:Seale-m-fft Dealgn:KEVIN ALGEE Pull: Aate:.rsl i 7105 Designer: Builder: Page:1 F KUM :UXLtY C:HB 1 NE I WHREHUUbE F HX NU. :yN4by 54448 May. 18 201d5 11:.5;2HM F'1 m ti WN �ir ~i 0. -------------- v 0 N E m o R Z • W o w � c�7 d a Z S � x L: 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 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 k Revision/Issue Dale 11 F-N-eye bila:: 2001 Properties, Inc. 1328 Third Street N. Jacksonville Beach, 3 3 FL 32250 12' g�4 0 t f 4 Y t a f ,f= r vivo 14 f r eF i !- r 1 lr !� it trtltr l,tir �{tfi i �"��.- i •-'" - tit q , t�ilT i�tyttl�{t �7""L'r' �''_ _ � --"j." - �/' r jt' ( ! rte �rFl��tikr r_ 1 —� �t;,,� `i L t fri�j'(i!�, ski�t�_��i f T � -^ry\ C�b n_ _. :✓""`-.- f = .__ � 1��11�t' j!�',1-{;'.1 i t'i �-I •``�_7��'! \ ,"1 � �� .�.-.'`-�^"� � t 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-719 P.002/003 F-463 JOYRC FJ176'RETARDANT 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 flam6spread is desired. COLOR This'product is available in flat white, custom tinting is also available using universal colorants. RATINGS/APPROVALS US Corporation 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.4;.O. #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 IF Humidity: Good Volume solids: 52% Viscosity; 90-95 KU Abrasion: Good VOC: 80 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 Clary County School District,Las Vegas,NV Hiit4n Hotel,Las Vegas, NV Broi dway Department Store,Northridge, CA Robinson/May Department Store,Northridge, CA Tropicana Hotel,Las Vegas,NV Airport Industrial Office, El Paso,TX Vis4 Hills Townhouses,El Paso,TX APPLICATION Brunt, 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: !I 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: I gafXon pail 5 gal)on pail 55 g4llon container Shipping weight: 1 gallon= 12 lbs 5 ga4on=60 Ibs Safety: Cons'ult 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 whole or in part. .i .i 1 i 4 arr 21 04 02c 0lp Caralum GrauolA d 4{�7-792-8909 �_ I•• I I NOR 102 ?4CFA-102 IS A+CL.AS:I..A»IN'nUUCa/ZXT5W0R LATlX FORE CONI'MU.N('k I1-10.2 OO$U$IN WHt'I't:014 BLACK AND CAI�RB TINTED WWrM NSKSAL COLOKANTS TO FIT ANY DFl+CORATi 0 SC} DAL NCF1l-102 IS AN EXCEL CHOICS FOR BXIZRM APPLICATIONS ON WOOD PANELING,JjA0 tBD METAL.,,KASlftCS AND 1)kY1kALI.,WHERE ,A CLASS"A"FLA MPREAD IS DESI . WGGzS Zbuf9 : SIGNIFICANT A*JCATtOAfa: • C`A'**W 90.40 SJUMM ea pMVWA the • LAN MANCISCO GIENERAL HOSM'CAL Nomd of tom. • CmRl a of ftnwsll,phwtw or fbwtk u 10 • SAAB!'$TOM WSW CASINO, ti p"Wa t$prroud of•Luse HNEVADA • Raw gar witl,/witfwonoc atop oa:c. 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T231ING CO"PL4TKINMt31St+ bIA�S CSIt SA AX IM 8-114414M t I*)dl>$ � • !'P.0��RA170N SINOICB DIRY6I-t df•'D • DINAM00"WIVRNATIONAL + CAlAOIkWIA WrATNIVI S MARRHA1.t t�01t1"OW*L4NI 02UI1613WIDI • (AT,tldt fitT(1TlOA� V + STATS OF NVVADA A,PPROV8D AS C�l't CRY Of ATLANT! �EACH ,�� BUILDING OF ICE Cn�Atha RPPVn2 .JAN 2 9 7 04 AlKMCAM rm V=AM41N1'Y'ce". "I#WNSAT ANDS lUML C SA14TLL CA M71 (MS)47%440 461$)a WJW ,►t"V MLfICM TrtADICD COMt�AW(v'rcll A AMM Jovul COAD an �1 04 C�': ti1P CsP�al�tn 'G�+ru�l �q'i-�:�r-aaub p. s i 3TOP AQE+CONDI'TONS. 4L41i3� STORE W A MY,WELL,YENT LATED I AT AREA AT 4eF TO 120F, CClwks: SUWA'S PWARAT ON: WME&CUSTOM SURFACE SkMLO 91 PREPPD ANLVOlt!'1t1A9tiAF. Wj$l"'1'FFR GALLON' (14YERAC313) !! LBWS. VISCO61TY' t�b-93 KU VOLOMS S®L1DS: AVEKAGE APPA Tl r� : 'Villi!' HT SOLms 44%AVERAGE C1.8rAN•Ut'I"lCtl�i'i1R: WA14M SOAPY WATER VOC tr&r-Awr cm �LasroAt.)go NOT APPLICABLE: I FLAJH IrOMT: POT UM' NOT APPLLCAKS PAC"01NO: 43AL1.4N FAIL APr JCATION MRTHOD, P GALLON PAIL SRUSK ItOLL OR$PRAY WrM Alit 1- 84MAY, 53 GALLON CONTAINER AVOW WST KLM BLRLDIS ORlKATIER THM 10 WL.S M PA3 6. �i1�FTTN�i W i�H Y: GALLON- 12 LOS. Cd.t TtMft-(AT 70" TYP� :AL) GALLONS.60 LBS DRY TO ISCOAT-30 1ES DRY TO TOUCH-» i R" LJFE; DRY TO RANDLaE-4140 R,S d hLONYHS TP#0*0VQK CURS.- ! WILSK i SA": UE'Y PTLN BUTLD: CPNSULT THE MATBAIAL 10 MILS. FBTY DATA SHERIT FOR C OVNIAG Y,PER C A i,l.w N S PRODUCT PPIOR TO USE 100 30.F1'. AW1'1~IONAL;COMMENTS ALL T7ECHMt AL ADVIM 1WtT P'I, M SUBXk S A%nCF-S AANND RREC(.%l 4FN0AT')0NS 10 MILS 2 COATS ARE"NoBJ iD BY I'HZ SILLER GRATIS. "YltMY ARE 8.+1¢SM ON TECHNICAL.DATA WHICH TIC OELLSR BELIEVES TO st REL.I/►dLE.S R ASSUMES rYo 1tEStnris a.1TY POR FO1l RE UL.r OBTAII'OR DAM&GES 1NC11RRBD THIIR L311E ISY BUYER IN WHOLE rN Ol M PAILT, I , i I CITY OF ATLANTIC BEACH N NO 1 } 800 SEMINOLE ROAD j TM ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030636 Date 6/27/05 Property Address . . . . . . 846 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 846 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. s BUILDI G OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date 23 (v Heated Square Footage @$ per sq ft= $ Garage l Shed @$ per sq ft= $ Carport/Porch .@$ per sq ft= $ . Deck @$ per sq ft= Patio @$ r per sq ft= $ TOTAL VALUATION: $ 1-3 b© $ -3 Total Valuation I' $ ppo o i r $ `> v Remaining Value per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �( ZONING: + Vz Filing Fee $ FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ v WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ G a � , CI'T'Y OF ATLANTIC BEACH tMlogegrr Cc: BUILDING / ZONING DEPARTMENTns800 Seminole Road ;R Atlantic Beach,Florida 32233 JF34� (904)247-5800 (904)247-5845 Fax R EC, E V E 10 www.coab.us CITY OF ATLANTIC BEACH BUILDING P, 70N'nIG I t PLAN REVIEW COMMENTS JUN 2 3 2005 j Permit Application # 05' BY: C4 ��(o Property Address: 38 ^ \/At--L_' . Applicant: R!0 p f i rOG Project: e Cap f f T:,Approved rmit application has been: Reviewed and the Following items need attention: 3 Z Cc2-c,! Please re-submit your application when these items have been completed. Reviewed By: Date: \ qA Date Contractor Notified: r`1 j f J ! CI'T'Y Off' ATLANTIC BEACH "` ROOFING PERMIT APPLICATION Date: (� 01� Job Address: Cz V d l Owner of Property: A Address: r ephone: Contractor: 2I r .'2 MV t/r— State License Number: CC C —O S''4 6 C Contractor's Address: 5—Y 6 JF;r- 5�x 3.22 Telephone: 3— 0 !73 9 Fax: Scope of Work: III-er o Deck Slope: ��2, Greater than 2:12 Less than 2:12 Valuation of Product Name(Example: Timberline): (' Q 3 -f-e L Manufacturer(Example: GAF): ASTM Designation(s): •��f�,Z Required Inspections: S a g and F' 1 Signature of Owner: Date: 2 310 f Signature of Contractor: Date: 3 O S AS TO OWNER: Sworn to and subscribed before me this �3 day of 3✓N1r ,20 6 State MAME �� HAROLD WSg�,�J y MY COMMISSION# Notary's Signature: DD 397843 EXPIRES:May 14,2008 �,/ rno,soma Pudic +ces L�1 Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 3 day of J JAtz ,20�"' State of Florida,County of Duval Notary's Signature: rte}'IYiC•. HAROLD MAnHEWS 4�rsonally known MY COMMISSION#DD 397843 z « EXPIRES:May 14,2009 11 l� Produced identification pt h 6«bed Thm Nomry Nft Uw erwrftm Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatlantic-beach.fLus Page 1 Revised 2/21/03 J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030011 Date 4/06/05 Property Address . . . . . . 846 CAVALLA RD Tenant nbr, name . . . . . . INSTALL FIREWALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2100 Owner Contractor - --------- -------------- ------------ ------------ ATLANTIC PROPERTY PARTNERS LLC OWNER 1328 3RD ST. N. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 -------------- ---- ----------------------------- -------------------- --------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2100 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 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 BEACH Cc: BUILDING /ZONING DEPARTMENT f 800 Seminole Road L. Higgins J S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # CS- 3co f Property Address: S4 (o Applicant: + C_]Q2b �1 5 Project: t�I�-f�t_i_. �t (LVL(a_)��t_L This permit application has been: u Approved r7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: �Q Date: Date Contractor Notified: k CITY CITY OF ATLANTIC BEACH D, PrI. ,�,Y BUILDING PERMIT APPLICATION APR 2005 (Interior Remodel) B .�... ;.x d ,-,. ..... Date: 3/31/05 Job Address: 846 Cavalla Rd Atlantic Beach F132233 Owner of Property: _Atlantic Property Partners LLC Address: _1328 Third St.N. Telephone: _904.247.7414 Legal Description: Block Number: _26 Lot Number:_6 Zoning District: Contractor: o(, yj&", State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Install 2 hr rated firewall between townhouses Present use of land or building(s):_Residential Valuation of proposed construction: 2,100 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. 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. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) 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 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. 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 I hereby certify that all informatigrf prov' ed w' th' lication is c ect. Signature of Property Own `: 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 and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: `Raymond Breault Mailing Address: 1328 Third St N Jacksonville Beach FL 32250 Telephone:_904.247.7414 Fax:_904.247.7475 E-Mail: AS TO OWNER: Sworn to and subscribed before me this _ 0 day of d( 11 ` ,20 66 State of Florida,County of Duval Notary's Signator JuW M.Haynes — s.: + MY COMMISSION# DD126313 EXPIRES August 19,200b Personally known ' BONDED iHRUTROY FAIN INSURANCE INC ❑ 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: ❑ Personally known ❑ Produced identification Type of identification produced 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 1/04 1 1 V t i I =� Ll 4 i i ji o ` i l 4 / 2 5/9,", CT2 TY OF ATLANTIC BEACH 1 : 11 : 0 CUR007 SPECIAL INVESTIGATION CHN00 ? COMPLAINT # 4461. COMPLAINT DATE : 96 /04/ 17 ASSIGNED DEPT/DIV : 10 06 PRIORITY CODE : 0 COMPLAINT TIME : 16 : 42 : 35 TAKEN EY : FARLGRUN COMPLAINANT : WEST BILL ADDRESS : CAB ATLANTIC BEACH FL 00000 PHONE : 904-000-0000 --ZXT � LOCATION : 846 CAVALLA RD SIDE; ATLANTIC BEACH FL 00C 0() OWNER ; CONPLAIMT DESC : ABANDONED CADILLAC FARKED IN FIRE LANE WEST SIDE CADILLAC CPE DEVILLE , PDP RL UE DATE OF INVESTIGATION : 96/04 / 17 INVESTIGATOR : GRUNRWALP ------- -- --- - -------- --------- -- -- - -- --- -- ------ --- - - - - -- -- - - -- ----- ------- CONDITIONS FOUND : AS PER comp ACTION TAEEN ! TAGGED 72 HRS COMPLIANCE : NOTES -, f . CITY OF ATLANTIC BEACH d y 800 SEMINOLE ROAD , .:_.,. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030012 Date 4/06/05 Property Address . . . . . . 842 CAVALLA RD Tenant nbr, name . . . . . . INSTALL FIREWALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2100 Owner Contractor ------- ----------- -- ---- --------------- - -------- ATLANTIC PROPERTY PARTNERS LLC OWNER 1328 3RD ST. N. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ----------------- ------- ---------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2100 Fee summary Charged Paid Credited Due ---------- ------- - --------- ---------- ---------- --------- - Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 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 BEACH ccs, BUILDING / ZONING DEPARTMENT s L. Higgins v 800 Seminole Road S. Doerr >.` Atlantic Beach,Florida 32233 1'JF31� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0cj - -500 [ Z Property Address: Applicant: �-�C- Project: This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: ..� C Date: I- D Date Contractor Notified: d CITY OF ATLANTIC BEACH I BUILDING PERMIT APPLICATION {yF APR 1 2VUb (Interior Remodel) i BY: +. ._.._ M._. Date: 3/31/05 Job Address: 842 Cavalla Rd Atlantic Beach F132233 Owner of Property:_Atlantic Property Partners LLC Address: 1328 Third St.N. Telephone: _904.247.7414 Legal Description: Block Number: _26 Lot Number:_6 Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Install 2 hr rated firewall between townhouses Present use of land or building(s): Residential Valuation of proposed construction: 4,200 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. 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. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and two (2) 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 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. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/04 I hereby certify that all informatio rovi d with thi application'is cQuect. Signature of Property Owner: Date: a401 zx> 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 and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: _Raymond Breault Mailing Address: 1328 Third St N Jacksonville Beach FL 32250 Telephone:_904.247.7414 Fax:_904.247.7475 E-Mail: AS TO OWNER: Sworn to and subscribed before me this ` day of20 L ? State of Florida,County of Duval ,HHH.�,,,, _ Vr Julie M Haynes Notary's Signature: MY COMMISSION# DD126313 EXPIRES • August 19,2086 [ Personally known BONDED THRUTROY FAM R4SURANCEINC ❑ 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: ❑ Personally known ❑ Produced identification Type of identification produced 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 1/04 t 1 I 1 i 4 C,� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =' r ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030013 Date 4/06/05 Property Address . . . . . . 838 CAVALLA RD Tenant nbr, name . . . . . . INSTALL FIREWALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2100 Owner Contractor - ------ ------------- ---- ------------------------ ATLANTIC PROPERTY PARTNERS LLC OWNER 1328 3RD ST. N. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ----------- - ---------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2100 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- -- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1,111 1 de `' BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING /ZONING DEPARTMENT L. Higgins 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 � 1!tit (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # qW S �3 00 13 - Property Address: S 3 g (�f Applicant: LUC- Project: T,hhiiss permit application has been: U Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: � o..r, ✓ Date: Date Contractor Notified: ' CITY CITY OF ATLANTIC BEACH ,'�]i BUILDING PERMIT APPLICATION r f APR 1 ; (Interior Remodel) r 13Y: ,. . _ Date: 3/31/05 Job Address: 838 Cavalla Rd Atlantic Beach F132233 Owner of Property: _Atlantic Property Partners LLC Address:_1328 Third St.N. Telephone: _904.247.7414 Legal Description: Block Number:_26 Lot Number:_6 Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Install 2 hr rated firewall between townhouses Present use of land or building(s):_Residential Valuation of proposed construction: 49200 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. 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. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) 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 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. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/04 I hereby certify that all information ovi d wit is ication is correct. (� Signature of Property Owner: Date: >�J 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 and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: _Raymond Breault Mailing Address: 1328 Third St N Jacksonville Beach FL 32250 Telephone:_904.247.7414 Fax:_904.247.7475 E-Mail: AS TO OWNER: Sworn to and subscribed before me this 3 day of NNNc F ,_ ,20 State of Florida,County of Duval Notary's Signature: Ix k k 1. `}. .._ tiY'yyq ]ulie M Haynes MYCOMMISSION# DD126313 ersonally known W August 19,2006 Produced identification Mpg;ge' BONDED THRuTROY FAN wSUUtXX - 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: ❑ Personally known ❑ Produced identification Type of identification produced 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 1/04 1 l U� LL.. . CITY OF ATLANTIC BEACH S s� 800 SEMINOLE ROAD J a ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030014 Date 4/06/05 Property Address . . . . . . 836 CAVALLA RD Tenant nbr, name . . . . . . INSTALL FIREWALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2100 Owner Contractor ----------------- ------- ------ ------------------ ATLANTIC PROPERTY PARTNERS LLC OWNER 1328 3RD ST. N. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2100 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ry y BUILDING OFFICIAL ` CITY OF ATLANTIC BEACH cc: r z f BUILDING /ZONING DEPARTMENT L.Higgins 1 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 Jj31 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # QS ' 300 Property Address: _ -�_ (au Rt-,– Qp Applicant: Project: S�This permit permit application has been: Approved Reviewed and the following items need attention: Please re-submity r application when these items have been completed. Reviewed By: Date: Ll �� 0 Date Contractor Notified: . CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION �q/ }i (Interior Remodel) ' � r APS 1 20 a It 1 ?' ' Date: 3/31/05 Job Address: 836 Cavalla Rd Atlantic Beach F132233 Owner of Property: _Atlantic Property Partners LLC Address: 1328 Third St.N. Telephone: _904.247.7414 Legal Description: Block Number: _26 Lot Number: _6 Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Install 2 hr rated firewall between townhouses Present use of land or building(s):_Residential Valuation of proposed construction: 4,200 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. 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. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) 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 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. 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 w s I hereby certify that all informati pro ided with t is application i correct. Signaturepert nn of Pro Owner: Date: G� Property 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 and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: _Raymond Breault Mailing Address: 1328 Third St N Jacksonville Beach FL 32250 Telephone:_904.247.7414 Fax:_904.247.7475 E-Mail: AS TO OWNER: Sworn to and subscribed before me thisday of ��1 Cj— �`— ,20 C State of Florida,County of Duval Julie 9 Haynes Notary's Signature'... \ ..... '��. �' .....:, f MY COMMISSION# DD126313 EXPIRES r August 19,2906 Personally known BONDED THRUTROY FAN INSURANC4INC ❑ 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: ❑ Personally known ❑ Produced identification Type of identification produced 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 1/04 XQA 4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 =fi INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030015 Date 4/06/05 Property Address . . . . . . 834 CAVALLA RD Tenant nbr, name . . . . . . INSTALL FIREWALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2100 Owner Contractor -- ------ --------- ------- ------ ---------- --- -- --- ATLANTIC PROPERTY PARTNERS LLC OWNER 1328 3RD ST. N. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2100 Fee summary Charged Paid Credited Due ---------- ------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 k PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT L. Higgins J � 800 Seminole Road S. Doerr ° a Atlantic Beach,Florida 32233 Js31�� (904)247-5800 (904)247.5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 - 15cxD i S Property Address: S3-54 Applicant: {�2c�(�E f 2'�i ��2T1J dL —A--C- Project: C2--� This permit 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: O _ Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Interior Remodel) u` fi APR 1 j t Date: 3/31/05 Job Address: _834 Cavalla Rd Atlantic Beach F132233 Owner of Property: _Atlantic Property Partners LLC Address:_1328 Third St.N. Telephone: _904.247.7414 Legal Description: Block Number: _26 Lot Number: _6 Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Install 2 hr rated firewall between townhouses Present use of land or building(s):,Residential Valuation of proposed construction: 41200 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. 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. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) 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 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. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/04 ® I hereby certify that all informatio rovi ed with this application is correct. Signature of Property Own Date: l/ t 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 and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: _Raymond Breault Mailing Address: 1328 Third St N Jacksonville Beach FL 32250 Telephone:-904.247.7414 Fax:_904.247.7475 E-Mail: AS TO OWNER: Sworn to and subscribed before me this �� day of w..1 C�-'t`�--�- , 20 o State of Florida,County of Duval Notary's Signature�� Julie M.Haynes ;- MY COMMISSION# DDt 26313 EXPIRES Personally known August 19,2006 ` ;F•••F�d�,° EONDED THRU TROY FAIN INSURANCE,WC 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: ❑ Personally known ❑ Produced identification Type of identification produced 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 1/04 Xl t] CITY OF > rtic �eac� - ��Cvrida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 May , 96 FAX(904)247-5805 SUNCOM 852-5800 Mr. Otwell Seeley 846 Cavalla Road Atlantic Beach, FL 32233 Re: 846 Cavalla Road a/k/a W.19.40 ft. Of E.62.46 ft. Lot 7, Block 26 Royal Palms Unit 2A - RE#171717-0330 Dear Mr. Seeley: On May 23, 1996 the Animal Control Officer, BeeJay Lester, and myself, met with you at your residence at 846 Cavalla Road. At that time we discussed the fact that you must discontinue chaining your four dogs on the City right-of-way and easements. Animal excrement, feeding dishes and aluminum foil are being thrown into the stormwater drainage system. This violates City Ordinance Section 22-71. Allowing the animals to remain on the City right-of-way violates Section 19-1 - obstructing free passage of right-of-way. You were informed at that time and agreed to remove your dogs from City property. Your cooperation in this matter is appreciated. Should you fail to comply this matter will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to$250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. runewald Code Enforcement Officer KWG/pah cc: Public Safety Director BeeJay Lester Phil Nodine VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED