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Permit 834 Cavalla Rd 1 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031887 Date 12/28/05 Property Address . . . . . . 834 CAVALLA RD Tenant nbr, name . . . . . . INSTALL HEAT PUMP 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 ---------------------------t--- --------------------------- - ---------- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 51 . 00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - --------- ---------- Permit Fee Total 51 . 00 51 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 51 . 00 51 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTY�x "CH MECHANICAL PERMIT ADPL kfiON".- a f -- Date: e Property Address: va �ad Owner: lea-44 44 C Telephone#: Contractor: amot v,,� A�-t �i � Telephone#: ZY( `7 16 Contractor Address: —' � �s Fax#: 2 4 Contractor Signature: �✓ In considan4en4of permit given for doing as described In the above statemenk we hereby ogres to perms said in#ocordagce with the attached plans and specifications which aro a pat hereof aad in scoordance with dWCity of Atlantic Beach ordinanaw and Wndards of good practice listed therein. Z,vType of Heating Fuel: If other construction is being done oa►this build L,' or site list the building permit number: 1;ilav L uaJt _Central Utility O Oil r 0 Other—Specif MECHANICAL EQUIPMENT TO BE INSTALLED• NATURE OF WORK O Heat Space RecessedCn Floor O Residential O Air Conditioning: Room 0 Duct system: Material' `Thickness O Commercial Maximum capacity cfm 0 `Refrigeration O New Building 0 Cooling Tower:Capacity cam 0 Existing Buildina Q.>:Fire Sprinklers:Number of Heads 0 Elevator. Mulift Escalator (Num O �Mcp �r=�tf Existing Systew :'. 0 -Gasoline Pumps (Number)r-- -- O:• Tanks (Number) O New Installation O: . LPGContainers (Number) (No system pre'viousty installed) `; 0 Unfired Pressure Vessel O Extension or Add-oat to wiling3 O Boilers O ;Gas Piping a Other-Specify 0 f Jther—Specify. LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Appt Aq Nntnber Units Description Model s Mnwtacturer Ton's /igedo y .{ i HEATM—FURNACES,BOILERS,FIREPLACES do AIR HANDLER'S Approving Numbgr Units Dela iption Model d BTU'sAgency i i TANKS Nominal Capacity Type liquid Serial Approving How Many A Dimensions Contained Manufacturer No. -Agency s 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Revised l/04 Phone:(904)247-5800o Fax: (904)247-58459 htta://www.ei.stlantic-beach.n. f 3 . 1-5-1 -P-,- CITY OF ATLANTIC BEACH I 800 SENIINOLE ROAD / rl1 ATLANTIC BEACH,FL 32233 i INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031651 Date 11/17/05 Property Address . . . 834 CAVALLA RD Tenant nbr, name . . . . . . INSTALL 9 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ 2001 PROPERTIES DOUG' S DRAINS & MORE, INC. 834 CAVALLA ROAD 2453 BAYWAY CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 71-0172 -------------- ----- ------------------------ --------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH �\ PLUMBING PERMIT APPLICATION Date: 11-11111-12X Property Address: Owner: ZU� %al✓c�//'�'/ Telephone#: Contractor: ��'�S f' `' �,/^ �j+�a Telephone#: 6`612"? Contractor Address: 47, `�� ��y��� �z C Fax#: Contractor Signature: _ ,- _ - In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: Re-Pipe Number of Fixtures: Bath Tubs Showers �- Closets Shower Pans Dish washers Sinks Disposals Urinals Floor Drains Washing Machine �- Lavatory Water Sewer J Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http:l/www.ci.atiantic-beach.fl.us Revised 1/04 \f�,1 CITY OF ATLANTIC BEACH 800 SENUNOLE ROAD Jl� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 z Application Number . . . . . 05-00031383 Date 10/10/05 Property Address . . . . . . 834 CAVALLA RD Tenant nbr, name . . . . . . CHANGE FIXTURE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERT PARTNERS ALL CITY ELECTRICAL CONTRACT. 834 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ------------------------------------ ---------------- ---------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMTI' IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL'j),, , OFFICIAL 'rSrLy;.lY, S 0. 4 CITY OF ATLANTIC BEACH r ELECTRICAL PERMIT APPLICATION Date: Property Address: f 3 yc� Owner: PQ y-:�M P_y-s LSC_ Telephone#• Contractor: c,�1e°('}''Y.. MM�`C0. CO 1' alp 'yl q Telephone#: 71 4 — D Contractor Address: 13765 t�✓ f2A TO 0- Fax#: �3:Z q -- 0(�i 0 Contractor Signature: Z4� In consideration of permit given for g the rk as described in the above statement, we hereby agree to perform said work in accordance with the attached pl d specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New W" Residence ❑ Temp. ❑ New being done on this building E Or site,list the building Rt' Old ❑ Commercial ❑ Signs ❑ Increase 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. IVOLTAGE PH NO. OVER 1 H.P. PHS LTNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign Miscellaneous f 3 i 11 kq0(biC3 (3 !5 Y� PpcbA r 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 CITY OF ATLANTIC BEACH t1 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Al J1 Application Number . . . . . 05-00030809 Date 8/17/05 Property Address . . . . . 834 CAVALLA RD Tenant nbr, name . . . . . . INT. REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor - ------ ----------------- -------------------- ---- ATLANTIC PROPERTY PARTNERS UKON CONSTRUCTION COMPANY INC 834 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 PERAPPROVED ONLY CC ANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUI IN ODES. !4k BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT : F d 800 Seminole Road err Atlantic Beach,Florida 32233 `�Jt32� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS JUL 2 20 Permit Application # OC:� — Property Address: ] Applicant: U l'�-pC��•��rr� l._..c> Project: It Thi permit application has been: Reviewed and the following items need attention: It C e- -?. We. Please re-submit your applicationi �when these items have been completed. - - ' -i-- Reviewed By: Date: Date Contractor Notified: { CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) Date: 07/07/05 Job Address: 834 Cavalla Rd Owner of Property: Atlantic Property Partnersr Address: 1328 north Third Street Jacksonville Beach,FL 32250_ Telephone: _904.247.7414 1 Legal Description: Block Number: _26 Lot Number: 6 Zoning'District: Contractor: u Koo N n_t1J5M • � ' State License Number: Contractor Address: Telephone: 2� 38Z� 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 inforription prod ed with this a plication is correct. Signature of owne : 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 beingPonmmiation orrect and that the lans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 7. 2P.DS Address and cont t' of person to receive correspondence regarding this application(please print). Name: lj&-PA L O Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of �` ,20b State of Florida,County of Duval a 9Pi Julie M.Haynes Notary's Signatur *; ;= �+ MYCOMMISSION# DD126313 EXPIRES BONDED Ruugr August 19,FAI2006WSURNCS ING LJ`Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this c4Z0 day of ti- ,20 0c:3- . State of Florida,County of Duval Notary's Signature: l� ' ,yt JEANNE M.SHAW ❑ Personally kno ,,I MY COMMISSION#DD 435986 +I I'XPIAES:May 31,2009 ED-Produced identification klWM rhru Noll Pub k underw*m Type of identification produced 1=L_ D r i\/ UC_ 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 Cavalla Rd. Unit: 834 Fi rewal I TKevin To1 "=4' AI ee 4 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 N211 on the truss. 48.017. " I S 71,L 0.65" 0.63" APPROVED G� ATLANTTG BEA UILDING OFFICO_75" AtlG 112005 3y: Z' 48.54" Cavalla Rd. Unit: 834 Firewall -Side 1 "=4' Kevin Algee 0.72" 0.64" 0.64" 0.63" 0.63" Cava I:a Rd.Unit: 834 Firewall -Front left 1 11=4 '_J Kevin AI ee Two layers of 5/8" firerock, fire taped or fire calked at all joints and floor } joists, on all walls including trusses. Oniayer of 5/8" fire rock on the ottom of the sofit in the kitchen with fir ck between the studs. 0.64" 0.63' i Caval la Rd.Unit: 834 Firewall -Front ri ht 1 "=4' Kevin �Ieej Two layers of 5/8" firerock, fire taped or fire calked at all joints and floor 'joists, on all walls including trusses. 0.63" it 0.64 r Cavalla Rd. Unit: 834 Firewall -To 1 "=4' 1 Kevin AI ee 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" 0.63 . . . ....:.:.: 0.65" 0.75" -MEMO* "AUG 112005 By.--�� 48.54" Cavalla Rd. Unit: 834 Firewall -Side 1 "=4Kevin AI ee 0.72" 0.64" 0.64" 0.63" 0.63" cavalla Rd.Unit: 834 Firewall -Front left 1 "=4' Kevin AI ee Two layers of 5/8" fi rerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. Onlayer of 5/8" fire rock on the ottom of the sofit in the kitchen with fir ck between the studs. 0.64" 0.63" Cavalla Rd.Unit. 834 Firewall -Frontri :t: 1 "=4' Kevin I ee Two layers of 5/8" firerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. 0.63" 0.64" • 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: 1x4 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 (1x4) • Replace all 4X4 posts on front porch with decorative porch posts • Replace porch lights with new fixtures • Replace all exterior doors with new doors and screen doors. • Prepare storm shutters with anchors in trim and pre drilled screw holes in plywood according to Atlantic Beach code o Prepare and paint • Prepare entire exterior for paint: Calk all seams and joints; cover any showing nails. Prime Entire Exterior. • Paint Entire exterior, 2 colors for body and trim, ensuring even coating and coverage o Landscape • Re grade the front yard so that there is a consistent 5-degree slope away from the unit toward the street. • Lay new sod in the front yard • Install new split rail fencing in the front yard 3 feet from the road to accommodate egress • Plant trees in between units • Clean and seal asphalt in rear of units,paint parking spaces at an angle so that there is room to park in rear/sides • Install new fencing between units and building • Interior o Baths • Replace sub floor where necessary • Install new tub, tile shower walls, finish drywall, install new vanity light, and exhaust fan. o Repair/Replace drywall • Finish upstairs ceilings with new smooth layer of 5/8" drywall to finish firewalls. Create scuttle hole above stairs in each unit. (The new layer of 5/8" drywall can be installed over the existing ceiling or the existing ceiling may be removed and the new 5/8"may be installed. • Repair/Replace walls as necessary • Install layer of 5/8" drywall on the `soffit box' in the kitchen to finish the firewall there. • Install extension screws where necessary to ensure outlets are flush with wall surface. o Flooring • Remove all old tile in downstairs of units. • Tile with a travertine style tile: Entryway and hall to kitchen, dining area and kitchen area. Floor in the rear enclosure. Bathroom floors. (Leave living room area for carpet as well as stairs &upstairs) • All tile work to be installed level with no dips or rises. All tile work to have a ''/4" grout line and straight. o Finish trim work • Install baseboard throughout units with quarter round where necessary. • Install doors on closets and replace where necessary throughout units. • Install new ceiling fans in bedrooms • Install sliding glass doors between kitchen and porch o Back Room • Finish back room with two layers of 5/8" sheetrock on walls between units, a layer of 5/8" on the ceiling and remaining walls. • Install bi-fold doors in front of laundry area o Prime and Paint • Prime all walls as needed • Paint all walls with selected paint color • Paint all trim in trim paint ___ _ - .�. _ . __ _ __ � � _ - - - - ___ . __ - - ----- __ __ i ,,� ,_ _ , r _ , � �� ��� � ,�zr��� \ I .j io _ _ ____-__ i �j '� ,;.� � � i /�� _� I � � � ���'. • � � � •1` j _. �-..,' f I1 i 11 3._ // ��J��Si�� �/ j��r�� A � � � � _... ', !� I '. 1 w f !t`�._ � t ' 1 i i t ....:.... � 1_ .: � � _ _ __� ._.. _ - C — �f 1 �� — - -- ��� �- 'f � i i. ' �{ 1' Hardiplank® Lap Siding James Hardie® , Building Products INSTALLATION INSTRUCTIONS APRIL 2005 SELECT CEDARMILL©-SMOOTH -COLONIAL SMOOTH®-COLONIAL ROUGHSAWN®-BEADED CEDARMILL BEADED SMOOTH-STRAIGHT-EDGE SHINGLE PLANK© IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS MAY AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY. HANDLING &STORAGE: © 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"o.c.or directly to minimum 7/16"thick OSB sheathing.Hardiplank Construction Construction lap siding can also be installed over foam insulation up to 1"thick.t Irregularities In weather-resistive barrier framing, sheathing,and/or foam insulation can mirror through the finished application. let-in bracing plywood or 24"D.C.max. The use of a Weather-resistive barrier is required in frame construction with siding. OSB sheathing James Hardie recommends the use of asphalt saturated felt or equivalent non-woven, non-perforated,vapor permeable building paper or housewrap.Note:James Hardie does not recommend the use of water repellant wood based panel sheathing as the primary weather resistive barrier.The weather resistive barrier must be appropriately incorporated with penetration and junction flashings.Materials must be lapped such that water will drain down and to the outside.James Hardie will assume no responsibilty for water infiltration within the wall. The first course of any wall should be installed over a 114"lath strip to ensure , a consistent plank angle(see figure 1). f: S k Blind nailing Hardiplank t° stud 1"from weather-resistive plank op barrier 6— o° eather-resistive 11, °°o fastener barrier ° � � ° ° I r 318"from ° ° plank edge °o o °°° 1/4"thick lath strip ° 0 leave appropriate gap between plank and trim,then caulk* I 'Space plank according to joint treatment either in *moderate contact "moderate contact"Ooints not caulked)or in accordance with the caulking manufacturer's written application instructions Ooints caulked),see detail at right. t For application over foam insulation,the length of the specified fastener shall be increased by the thickness of the foam insulation. WARNING:AVOID BREATHING SILICA DUST James Hardie products contain respirable crystalline silica which is known to the State of California to cause cancer. Inhalation of respirable silica can cause silicosis(a disabling lung disease),lung cancer, and has been linked,therefore,to death. When drilling,cutting,sanding,or grinding products during installation or handling:(1)Work outdoors where feasible,(2)Wear a dust mask,or use a NIOSHIMSHA approved respirator whenever US OSHA PEL is exceeded or as required by applicable law,(3)Warn others in area,(4)During clean-up,never dry sweep.According to some medical experts,and the US Surgeon General,cigarette smoking can significantly increase your likelihood of contracting lung-related diseases,including silica-related lung diseases. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1.800-9HARDIE. FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 Install Hardiplank'lap siding in compl- At the juncture of the roof and vertical sur- Hardiplank lap siding can be installed directly to masonry iance with local building code require- faces,flashing and counterflashing shall be block.Hardiplank siding can aslo be installed to concrete ments for clearance between the bottom provided per the roofing manufacturer's construction when the wall is furred out with wood framing edge of plank and the adjacent finished Instructions.Provide a minimum of a 2" or minimum No.20 gauge steel framing anchored to the grade(see Important Note). clearance between the roofing and bottom wall.Framing can be spaced up to 24"OC.Consult stud edge of siding. applicable code compliance report for recognized weather-resistive application to masonry block.Aweather-resistive barrier barrier 2" is recommended between the framing and the siding, concrete foundation `,' weather- resistive '� o barrier V, a 6 Jar � 1/4"thickf Hardiplank® wood or metal E9 lath strip lap siding flashing furring IMPORTANT NOTE •Install James Hardie®products with a minimum 6"clearance to the earth on the exterior of the building or in accordance with local building codes if greater than 6"is required. •Maintain a minimum 2"clearance between James Hardie®products and roofs,decks,paths,steps and driveways. •Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. •Do not install Hardiplank®lap siding,such that it may remain in contact with standing water. FACE NAIL: (All Lap Products) ** figure 5 BLIND NAIL: ** figure 6 Corrosion Resistant Nails (galvanized or stainless steel) Corrosion Resistant Nails(galvanized or stainless • 6d (0.113"shank x 0.267"HD x 2"long) steel) •Siding nail (0.089"shank x 0.221" HD x 2" long) • Siding nail (0.089"shank x 0.221" HD x 1-1/4"long • Siding nail (0.091"shank x 0.221" HD x 1-1/2" long) $ • 11ga. roofing nail (0.121"shank x 0.371" HD x 1-1/4"long) Corrosion Resistant Screws Corrosion Resistant Screws • Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" HD x •Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" 1-5/8"long)Screws must penetrate 1/4"or 3 threads into HD x 1-5/8"long)Screws must penetrate 1/4"or 3 metal framing. threads into metal framing. Corrosion Resistant Fasteners Corrosion Resistant Fasteners • ET& F pin (0.100"shank x 0.25" HD x 1-1/2" long) • ET& F PanelfastTM (0.100"shank x 0.313" HD x 1-1/2"long) stud 24" 11/4"min. stud 24 o.c.max. overlap weather-resistive barrier ° i 'moderate contact _ _ — " o� ° blind nail 3/4"-1" - - - Minimum overlap ° for Both Face face nail and Blind Nailing i ° weather-resistive min. 1114" � , weather-resistive barrier overlap 2 1 1/4"min. barrier } overlap *moderate contact x When face nailing to OSB,planks must be no greater than 91/2"wide and fasteners must be 12"o.c.or less. '"See Fastening Requirements. FASTENING REQUIREMENTS: Fasteners must be corrosion resistant,galvanized,or stainless steel, • Consult applicable code compliance report for correct fasteners type and Electro-galvanized are acceptable may exhibit premature corrosion. placement to achieve specified design wind loads and shear values. James Hardie®recommends the use of quality,hot-dipped galvanized • NOTE:Published shear values and wind loads may not be applicable to all nails. James Hardie is not responsible for the corrosion resistance of areas where Local Building Codes have specific jurisdiction.Consult James fasteners. Stainless steel fasteners are recommended when installing Hardie Technical Services if you are unsure of applicable Building Code James Hardie products near the ocean,large bodies jurisdiction. of water,or in very humid climates. Do not use • Drive fasteners perpendicular to siding and framing. aluminum fasteners,staples,or clipped head • 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) STAPLE • Under driven nails should be hit flush to the plank with a hammer. PNEUMATIC FASTENER: 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 Countersunk, snug with the surface of the siding.A flush mount attachment on the pneumatic tool is ® ® Caulk il recommended. This will help control the depth the nail is driven.If setting the nail depth add nail figure figure proves difficult,choose a setting that under drives the nail. Hit the under driven nails snug figure A fi B fi drive nails C do not under with a smooth faced hammer.Do not over drive nails into Hardiplank®lap siding, g g g 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 1-1A 4.Actual usage subject to variables such as building design and installers COVERAGE AREA LESS HARDIPLANK® SIDING WIDTH OPENINGS 5-1/4" 6-1/4" 7-1/4" 7-1/2" 8" 8-1/4" 9-1/4" 9-1/2" 12" (exposure) (4) (5) (6) (6-1/4) (6-3/4) (7) (8) (8-1/4) (10-3/4) 100 sf 1 SQ 26 21 18 17 16 15 13 13 10 200 sf 2 SQ 53 42 35 34 31 30 26 25 20 300 sf 3 SQ 79 63 53 50 47 45 39 38 29 400 sf 4 SQ 105 84 70 67 62 60 53 51 39 500 sf 5 SQ 131 105 88 84 78 75 66 64 49 600 sf 6 SQ 158 126 105 101 93 90 79 76 59 700 sf 7 SQ 184 147 123 118 109 108 92 89 68 800 sf 8 SQ 210 168 140 134 124 120 105 102 78 900 sf 9 SQ 236 189 158 151 140 135 118 115 88 1000 sf 10 SQ 263 210 175 168 156 150 131 127 98 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107 1200 sf 12 SQ 315 252 210 202 187 180 158 153 117 1300 sf 13 SQ 341 273 228 218 202 195 171 165 127 1400 sf 14 SQ 368 294 245 235 218 210 184 178 137 1500 sf 15 SQ 394 315 263 252 233 225 197 191 147 1600 sf 16 SQ 420 336 280 269 249 240 210 204 156 1700 sf 17 SQ 446 357 298 286 264 255 223 216 166 1800 sf 18 SQ 473 378 315 302 280 270 236 229 176 1900 sf 19 SQ 499 399 333 319 296 285 249 242 186 2000 sf 20 SQ 525 420 350 336 311 300 263 255 195 2100 sf 21 SQ 551 441 368 353 327 315 276 267 205 2200 sf 22 SQ 578 462 385 370 342 330 289 280 215 2300 sf 23 SQ 604 483 403 386 358 345 302 293 225 2400 sf 24 SQ 630 504 420 403 373 360 315 305 234 2500 sf 25 SQ 656 525 438 420 389 375 328 318 244 2600 sf 26 SQ 683 546 455 437 404 390 341 331 254 2700 sf 27 SQ 709 567 473 454 420 405 354 344 264 2800 sf 28 SQ 735 588 490 470 436 420 368 356 273 2900 sf 29 SQ 761 609 508 487 451 435 381 369 283 3000 sf 30 SQ 788 630 525 504 467 450 394 382 293 PATCHING CAULKING PAINTING Dents,chips and cracks can be filled with For best results use a latex sealant that complies It is recommended that James Hardie products be a cementitious patching compound. with either ASTM C834 or ASTM C920(Grade NS, painted with 100%acrylic topcoats. Do not paint Class 25).Caulking should be applied in accordance when wet.For application rates refer to paint with the caulking manufacturer's written instructions. manufacturers specifications. Back-rolling is recommended if the siding is sprayed. RECOGNITION: In accordance with ICC-ES Legacy Report NER-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 conceming the suitability of this product for specific applications. 0 American ��Craftsman WINDOW and DOOR COMPANY MADE IN THE U.S.A. SERIES 2900 VINYL SINGLE HUNG WINDOW �---- Window Size,Rough Opening,Clear Opening and Glass Size Information /0 30 x 36 30 1/2 x 361/2 25 x 131/2 2.34 257/8 x 16 5.25 30 x 38 30 1/2 x 381/2 25 x 141/2 2.52 257/8 x 17 5.60 2/6 x 3/8 30 x 44 30 1/2 x 441/2 25 x 17 1/2 3,04 25 718 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 410 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 1 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 1 30 x 60 301/2 x 601/2 25 x 251/2 4.43 257/8 x 28 9.42 2/6 x 5/2 30 x 62 301/2 x 621/2 25 x 261/2 4.60 257/8 x 29 9.77 2/6 x 5/6 30 x 66 301/2 x 661/2 25 x 281/2 4.95 257/8 x 31 10.46 2/6 x 6/0 30 x 72 301/2 x 721/2 25 x 31 1/2 5.47 257/8 x 34 11.50 2/6 x 6/2 30 x 74 301/2 x 74 112 25 x 32 112 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 301/2 x 841/2 25 x 37 112 6.51 25 718 x 40 13.59 � a 3/0 x 3/0 36 x 36 361/2 x 36112 31 x 13 112 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 381/2 31 x 141/2 3.12 31 7/8 x 17 6.94 3/0 x 3/8 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 46 112 31 x 181/2 3.98 31 7/8 x 21 8.66 3/0 x 4/0 J 36 x 48 361/2 x 481/2 31 x 19 112 4.20 317/8 x 22 9.10 3/0 x 4/2 1 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 21 112 4.63 31 7/8 x 24 9.96 7y` 3/0 x 4/6 36 x 54 361/2 x 54 112 31 x 221/2 4.84 31 7/8 x 25 10.39 3/0 x 5/0 36 x 60 361/2 x 60 112 31 x 251/2 5.49 31 7/8 x 28 11.68 *000*3/0 x 5/2 36 x 62 361/2 x 621/2 31 x 261/2 5.70 31 7/8 x 29 12.11 310 x 5/6 36 x 66 361/2 x 661/2 31 x 281/2 6.14 31 7/8 x 31 12.97 310 x 610 36 x 72 361/2 x 72 112 31 x 31 112 6.78 31 7/8 x 34 14.26 3/0 x 6/2 36 x 74 361/2 x 741/2 31 x 32 112 7.00 31 7/8 x 35 14.69 3/0 x 710 36 x 84 361/2 x 841/2 31 x 371/2 8.07 31 7/8 x 40 16.85 Effective 1/1103 Page 29-31 4medcan ,r,,.r»Craftsman WINDOW Md DOOR COMPANY MADE IN THE U.S.A. SERIES 2803 VINYL SLIDING WINDOW 3 PANEL EQUAL LITE Window Size, Rough Opening,Clear Opening and Glass Size Information 6/0 x 2/0 72 x 23 721/2 x 231/2 18 13/16 x 177/8 2.34 223/4 x 187/8 8.20 6/0 x 3/0 72 x 35 72 1/2 x 351/2 1813/16 x 297/8 3.90 223/4 x 307/8 13.67 6/0 x 3/6 72 x 41 721/2 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 18 13/16 x 377/8 4.95 223/4 x 387/8 17.32 6/0 x 3/101 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 72 1/2 x 471/2 1813/16 x 41 7/8 5.47 223/4 x 427/8 19.14 6/0 x 4/2 72 x 49 72 1/2 x 491/2 1813/16 x 437/8 5.73 223/4 x 447/8 20.05 6/0 x 4/4 72 x 51 721/2 x 51 1/2 1813/16 x 457/8 5.99 22 3/4 x 467/8 20.96 72 x 53 721/2 x 531/2 18 13/16 x 477/8 6.25 22 3/4 x 487/8 21.88 72 x 59 721/2 x 591/2 18 13/16 x 537/8 7.04 22 3/4 x 547/8 24.61 ,•s r�,ti 30314 x 11.20 8/0 x 3/0 96 x 35 961/2 x 35 1/2 2613/16 x 297/8 5.56 3 18 7/8 0 3/4 x 307/8 18.67 810 x 3/6 96 x 41 961/2 x 41 1/2 2613/16 x 357/8 6.68 303/4 x 367/8 22.41 8/0 x 3/8 96 x 43 961/2 x 431/2 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 24.90 810 x 410 96 x 47 961/2 x 471/2 2613/16 x 41 7/8 7.80 303/4 x 427/8 26.14 810 x 4/2 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 2613/16 x 457/8 8.54 303/4 x 467/8 28.63 8/0 x 416 1 96 x 53 96 1/2 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 53 7/8 10.03 30 3/4 x 547/8 33.61 h r NOTES: •BOLD Nominal Window Sizes meet egress criteria of: Min 20"net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area •Visible glass size is combined area of left, right,and center lites of glass. Effective 1/1/03 Page 29-14 R W R W Building Consultants, Inc. BC Consulting and Engineering Services for the Building Industry l.• P.O.Bax 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 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window, Series/Model 2900. Ma:dmum Overall Nominal Size:up to 48"a 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered comers. The head and side'jambs- are ambsare extruded vinyl with an exterior wall thickness of 0.070" +/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. Both the meeting rail and fixed rail are reinforced with steel"U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test ' 'on Test Location Date Report No. Czrtffying Technician Uniform Static February 16,1999 01-34085.01 ASTM E330 Air Pressure ATI—York,PA November 10,1999 01-36126.01 Adam Fodor ASTM F588 Forced Entry ATI—York.,PA February 16,1999 01-34085.01 Adam Fodor November 10,1999 01-36126.01 ASTM E547 Water ATI—Y�PA February 16,1999 01-34085.01 Adam Fodor Penetration November 10,1999 01-36126.01 ASTM E283 Air Infiltration ATI—York,PA February 16,1999 01-34085.01 InfiAdam Fodor November 10,1999 01-36126.01 Design Pressure Ratings: Configuration Glass Maximum Size Design Pressure Rating Single Hung Window 1/8"Ams.-Air Space-1/8"Ann. Up to 48"X 84" +30.00 psf -30.00 psf Single Flung Window 1/8"Am.-Air Space-1/8"Ann. Up to 44"X 62" +45.00 psf -45.00 psf Single Hung Window 1/8"Am.-Air Space-'i/8"Ann. Up to 36"X 62" +50.00 psf -50.00 psf Single Hung Window 1/8"Am.-Air Space-118"Am. Up to 38"X 60" +50.00 psf -50.00 psf Installation and Anchoring: See reverse side this page Use 1.Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. , 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Anchorage Methods and sub-sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained- 'Certification: btained'Certification: Florida Professional Engineer - Seal No.43409 May 23,2002 Lyndon F. Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW MAXIMUM SIZE UP TO 48" x 84" �J 1 1 1 T 0 0 co cti 0 Ki 0 ri 110 x 2 1/4" SHEET METAL SCREW 0 0 c0 IC #10 x 2 1/4" SHEET METAL SCREW SIDE JAMB SILL HEAD JAMB #10x21/4" SHEET METAL SCREW DWG. #SLSH-404 RW g R W Building Consultants Inc. BC Consulting and Engineering Services for the Building Industry l• P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL- 110F-R Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window,Series/Model 2900 With Nailing Flange. Maximum Overall Nominal Size: up to 48"x 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered corners. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. *In these units both the meeting rail and fixed rail are reinforced with steel "U"channel. **In this unit the stiles utilize an extruded aluminum formed steel channel reinforcement and both the meeting rail and fixed rail are reinforced with steel "U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Report No. Certifying Technician Uniform Static February 16,1999 01-34085.01 Adam Fodor ASTM E330 Air Pressure AM—York,PA November 10,1999 01-36126.01 Adam Fodor November 19 2002 01-43155.01 Joseph A.Reed P.E. February 16,1999 01-34085.01 Adam Fodor ASTM F588 Forced Entry 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 1 01-43155.01 Joseph A.Reed,P.E. Desien 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-118"Ann. Up to 36"X 62" +50.00 psf. -50.00 psf* Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 38"X 60" +50.00 psf -50.00 psf* Single Hung Window 1/8"Ann.-Air Space m 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. 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. C-4 ' O.C. N _L � C) MU : O ' a O O O #8 x 2" SHEET METAL SCREW, TYP. 4" -� 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAMB SILL #8 x 2" SHEET HEAD JAMB #8 x 2" SHEET METAL SCREW METAL SCREW DWG. SLSH-411 ` i 4. Wall dressing at exterior flanges By Others ' MODEI DESIGNATION: Silverline Series 2900 Single Hung Window z m 2 O" 3"x 3/16" TAPCON o MASONRY UNTEL O1 MAXIMUM OVERALL NOMINAL. SIZE: Single up to a maximum of 48" x 84" w MIN. H w 1 x 2 j DESIGN PRESSURE RATING: Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF FURRING t � - 44" x 62" Positive 45.0 PSF Negative 45.0 PSF Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF . Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSFO ul DRYWALL L O 10 Windows: Design Pressure Ratings Vary, See SI (� Lo Z L M Corresponding AAMA Test Report or Dadew O 2 11 C ty NOA or Florida P.E. Evaluation. z d N USABLE CONFIGURATIONS: 0 ai 2 x 6 SUB-BUCK -0 0 X nl w SILICONE CAULK �, o O --_j GENERA DESCRIPTION: The head and side jambs are extruded PVC. The HEADER JAMBMAX 0.25" "J LL rn watt 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 G _ SHEET METAL SCREW EMB. MASONRY 6"�---{ SILICONE CAULK - f1 N II O MAX. 0.25" CJ cc p SHIM w }110 x 1 3/4" PAN HEAD _ � �Z O ' 4 SHEET METAL SCREW 0 O 11 O s 3" jzc� SEE NOTE - _ -- m j nj 3 BELOW -'. 110 x 1 3/4" SIDE JAMB - w i SHEET METAL SCREW �.+ - m c o 2 E �. WINDOW FRAME - SILICONE CAULK - _ �`y i:0 O Z X -�._-. TO BUCK 3"x 3/16` TAPCON v-�{� --}- W TYPE ANCHOR W h INTE IORACK O 2 x 6 SUB-BUCK 1 Z m DRYWALL 1 x 2 �- O MEETING RAIL MAX. 025" FURRING 1.25"MIN. O CTR LINE SHIM SILICONE CAULK EMB. V) INSIDE STOOL Z O O Q : SILICONE CAULK SHIM Lo = z Y VERTICAL JAMB O Lit MASONRY 1"x 2`FURRING Cr Y Lit :.,.�..: SILL DRYWALL Z) Z - X EXTERIOR Z m N Z < SASH TRACK .. - N j ' O 3"X 3/16`TAPCON I 7 SILL U BUCK TO MASONRY {-`— 7.625' "1 �-' ZDOO Q �BVN.DING CONSULTANTS, INC .,� :. 813.659.9197 NOTE: 1. This installation has been 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 DATE 5/10/02 and Other Structures do not exceed the design pressure ratings listed herein. sCALE: ME& L1wc.er: TJH 2. When installing a window that is 36"or less in width, the centerline screw at the head may be eliminated. - ct+x.BY: R.W. 3. Wall dressing at exterior flanges By Others. DRAWING No: f-4$" MAX. OVERALL FRAME WIDTH--1 4. Adjust Tapcon anchor locations, if necessary, to maintain o minimum 2.0"clearance from mortar joints. SL-41 OR SHEET 1 OF 7 n MODEL DESIGNATION: Silverline Series 2900 Single Hung Window W/ Nailing Flange $ MAXIMUM OVERALL NOMINAL SIZE: Single up to a maximum of 48" x 84" 1.15' MIN. DESIGN PRESSURE RATING: EXTERIOR SHEATHING EMB. 2x FRAMED HEADER Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF /e x 2"SHEET 44" x 62" Positive 45.0 PSF Negative 45.0 PSF SIDING METAL SCREW -2 a� Up to 38" x 60' Positive 50.0 PSF Negative 50.0 PSF 15lbs. FELT E 'O Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF SEE NOTE 2 z 0 M Windows: Design Pressure Ratings Vary; See SILICONE _ DRY WALL In w U rrt Corresponding AAMA Test Report or Dade CAULK tL c w NOA or Florida P.E. Evaluation. _-- p tl LL ri USABLE CONFIGURATIONS: _0 HEAD JAMB 'C X SILICONE CAULK p I GENERAL DESCRIPTION: The head and side jambs ore extruded PVC. The 1/4" MAX. SHIM L am wail thickness through which the anchor screw SILICONE CAULK penetrates in the nailing flange is 0.070". HEAD JAMB SEE NOTE 3 DOUBLE 4' HEADER 2x SILICONE CAULK 1/4" MAX. SHIM `oa O SIDING SIDE JAMB y 0O 15lbs. FELT SEE NOTE 2 a >Z o r;N 1 o- MAX. iv qj EXTERIOR SHEATHING 11 0 Y O 0 0 O.C. o d =o m 3 i SILICONE CAULK tD Z `CD N 2x STUD Z of SEE NOTE 3 c ^ ! 1 in w 2x STUD _ SILICONE CAULK m L - tea= y _ - utozC 1/4' MAX. SHIM �_ /8 x 2' SHEET W METAL SCREW DRY WALL = SILICONE CAULK z O W W SILL VERTICAL JAMB O 1= Z SILICONE.CAULK I. U SEE NOTE 3 W c Z INSIDE STOOL C9 - SILICONE CAULK O U z . j 15lbs. FELT FRAMED SILL U d = Z p SEE NOTE 2 DRY WALL X SIDING Z � x z 3 EXTERIOR SHEATHINGS x 2" SHEET N 01 _ 1.15'MIN. METAL SCREW Z O _Z EMB. Q W 1 SILL �9UILDING CONSULTAt1T5, INC 813.659.9197 l0" MAX. O.C. -Te: 6/03/02 N07E' 1. This installation has been evaluated for use in locations adhering to the Florida Building Code SCALL N.T.S. and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings twat.BY: TJH and Other Structures do not exceed the design pressure ratings listed herein. GHIc BY: R W 4• Q 2. 15lbs. felt must be used as o water barrier. The felt must cover the nailing flange and anchor screw heads aRAWNG No.: 3. The full perimeter of the window nailing flange must have a heavy bead of caulk applied to the building SL-411R 48" MAX. OVERALL FRAME WIDTH--1 side before the window is placed in the opening. SHEET 1 or 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Val rico,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 l 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?,.l':) . No. 43409 January 9,2004 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No.FL-140 titled Silverline 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window sheets 1 through 7 of 7 prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No.9813),dated January 7,2004,with no revisions,signed and sealed by Lyndon F.Schmidt,P.E. B Test 1. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-34085.01,dated March 8, 1999,signed by Bruce W. Croak,Project Manager. 2. Testing per AAMA/NWWDA 101/I.S.2-97 and ASTM F 588-97 as performed by Architectural Testing Inc.and reported in test report number,01-35010.01,dated June 18, 1999,signed by Bruce W.Croak,Project Manager. 3. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-36126.01,dated November 23, 1999,signed by Benjamin E. Myers,Project Manager. 4. Testing per AAMA/NWWDA 101/1.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 manufacturingproducts within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Silverline Building Products ID#S-019-1 Lyndon F.Schmidt,P.E. No.43499 January 9,2004 Sheet 3 of 3 NlEaAmerican NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windows- STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I3.2 specification for structural performance. WINDOW i METHODSERIES TEST WINDOW SIZE r' RATING @ 25 MPH RESISTANCE TEST PRESSURE 46" x 65" 0.25 CFM 5.25 PSF 52.5 PSF DP-35 1000 AAMA/NWWDA 101" x 65" NIA NIA 52.5 PSF DP-35 Double Hung 101/1.5.2 101" x 76" 0.26 CFM 5.25 PSF +37.51-52.5 PSF DP-25 1100/1150 AAMA/NWWDA 63"x 78" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101/1.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 101/1.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 10111.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 295012960 AAMAINWWDA 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 10111.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 3050/30601 AAMA/NWWDA 39501 3960 101/I.S.2 60" x 77" 0.01 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite The AAMA established standards For structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural integrityls the ability to withstand wind and other dynamic pressures.This is rated in design pressure(Dp). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand, Air inffitrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Infiitrationtests a window°s ability to resist water leakage through the window frame,sashes,Joints,weather-stripping,etc. No leakage is permitted under this test criteria. Forced entryis tested by a certified lab technician using many different tools to simulate breaking Into a home through the window. Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. American NEW CONSTRUCTION WINDOW 1ECraftsman 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 AAMAINWWDA 1 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 AAMAINWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 7450 Awning 48"x 90" N/A N/A 45.0 PSF DP-30 101/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 AAMAINWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/1.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60" x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 MiThe AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural 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 Inilltrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Infiitrationtests a window's ability to resist water leakage through the window frame,sashes,joints,weather-snipping,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 ire subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. American REPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windowso 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 300 Molded AAMA/NWWDA 32"x 23" 0.12 CFM 3.75 PSF 52.5 PSF DP-25 Hopper 101/l.S.2 1200 AAMA/NWWDA 44"x 60" 0.19 CFM 5.25 PSF 52.5 PSF DP-35 Double Hung 101/I.S.2 40"x 72" N/A N/A 45.0 PSF DP-30 48"x 77" 0.23 CFM 5.25 PSF 37.5 PSF DP-25 1300 AAMA/NWWDA 60"x 72" 0.06 CFM 7.50 PSF 67.5 PSF DP-45 Fixed Lite 101/I.S.2 4000 AAMA/NWWDA 44"x 60" 0.16 CFM 4.50PSF 45.0 PSF DP-30 Double Hung 101/I.S.2 410014400 AAMA/NWWDA 60"x 72" 0.10 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite 101/I.S.2 5500 AAMA/NWWDA Patio Door 101/I.S.2 5900 Hopper AAMA/NWWDA 48"x 31" 0.13 CFM 6.75 PSF 37.5 PSF DP-25 101/I.S.2 6900 Garden AAMA/NWWDA 101/I.S.2 7400 Awning AAMA/NWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 101/I.S.2 48"x 90" N/A N/A 45.0 PSF DP-30 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7500 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/I.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 8500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/I.S.2 8700/8800 AAMA/NWWDA 108"x 48" 0.07 CFM 5.25 PSF 52.5 PSF DP-35 Slider 101/I.S.2 108"x 62" 0.09 CFM 5.25 PSF 52.5 PSF DP-35 9500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/I.S.2 The AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand wind and other dynamic pressures.This is rated in design pressure(Dp). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Infiltrationtesm involve the equivalent of 25 mph wind.The lower the air Infiltration rating the better. Water Intiitrationtests a window's ability to resist water leakage through the window frame,sashes,,(oints,weather-stripping,etc. No leakage is permitted under this test criteria. Forced entryis tested by a:certified lab technician using many different tools to simulate breaking Into a home through the window, Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 ! KUM :UXLEY (;Hb 1 Nt I WHRLHUUSb F HX NU. :''J1J4b1JJ444H May. 113 2b175 11:2yHM N1 Proposal DXLEY CABINET WAREHOUSE, INC Date: 3/1712005. 7037 COMMONWEALTH AVE#8B • Jacksonville, Fl.32220 (944)WS-SWA orrice (1904) 698-4x48 Fax 904) 813.1847 MOBILE Submitted To: Job Name: 2001 PROPER'nm 832-848 CAVALLA RD MELLOWOOD MAPLE CABINETS AND LAMINATE TOPS FOR THE KITCHEN AND TWO BATHS INSTALLED, PER UNIT $2,629.00 ADD ON OPTIONS BEVEL EDGE ON TOPS THROUGHOUT $160.00 CROWN MLDG $105.00 STANDARD KNOBS OR PULLS x9$:00 L M4TERIALO ARE GUARANT�D TO BE AS SPECIFIED.THE WORK A9bVE TO BE PERFORMED PER THE ATTACFIED pRAYYINGS D SP):OIFICATION SKEET,AND TO BE COMPI.EM IN A WORIOAAM"LIE MANNER. TERMS VANY ALTERA'TM OR DEVIATIQN FRWd THE ABOVE 8ECIPICATIONS,INYMONG COSTS,WILL I*y..P.CIJTLD ONLY ON WRITTEN ORDER MID WILL TRA AN EXCHARGE OVER AND ABOVE THE ESTIMATE OWEN.ALL AC3NW4NTS AM CONT.10W UPON STRI106,AOCDENT,OR DELAYS BEYOND OUR CONTROL. ACCEPTANCE; THE ABOVE PRICES,SPECIFICATIONS,CONDITIONS,AND PAYMENTTERM3 ARE SATISFACTORY AND HFREBYACCEPTED. YOU ARE HERESYAUTHORIZ4D TO DO THE WORK ACCEPTED DATE THANK YOU,BILL On i T F X C 3 F 95 r e rr T� . , ? tc UVr3 4ti1UL- � ` 30X1. 24WCR. j / £ BF3 42V1R 12BL EPF x % V36Sp 30 + rr y 42BCL c 398CR 33W rr 7fi > i i 36X 1041/2 i 34 112—--" m 33JC�� f x [jAL 3 i 30 BF3 V30S'' BF3 30 ! cr OE DW Euro 27Vti1 EP 3 cu 6 t � t: i 2 x 3 Client:KEVIN ALGEE MFG:Kitchen Kvmpact November 2004 View:Plan Phone: I Door Style: Melrowood Maple SoWe:State-to-fit Dedgn:KEVIN ALGEE Pus: Hate:5117105 Diner: BuOder: Page:1 f-XUM :UXLLY CH81Nt I WHRLHUUbt I-HX NU. :yb4by,�4448 May. 1H 2005 11:,%HM HJ b v r- Sy0Il AV �Y Cp evran—'C' . ` ..,..�..._...Y._ � O `m t i W z c3-aao i FtUM :UXLtY (:Hli 1 Nt 1 WHFZtHUUSI= F Hx NU. :y104b' .J4448 May. 16 2bb5 11:JJHM H4 o a d I o I f ' I _ UJW ZL F RUM :UXLbY C;HB 1 NH I WHREHUUSL F HX NU. :yb4by 54448 May. 18 20145 11:,�1HM Ht ,1 C!s � •- . mss-...—- �c'.���_._, - .., oa • I Of m a (A m . � W 5 ji Ua � T x 3 fi x r rr 1 tz Z Ij rr x 3 x rr - C C U. rr i T # X 1 i Z A A A i S a R � e I rOE iC j rc itj` 4 - rt 36 3 34 112 Clierrt:KEliI1N ALGEE MFG:Kitrhen Kompact November=4 vim=Elevation Phone: Door Style: Meliowood Maple Scale:Scale-to-fit Design:KEVIN AGGEE Pull: Date:5117105 Designer: Builder: . - Page:i 1 x "meq 4 1 j / ^lam i�r r 5 Lj _. Z1SI f, r/J- lr f_ ( !/ i/.•/1 .: /It/,/.//!/(ll rt /(11///I -!�r tt.; t.. t.�r t/ I ///•t / r•t / / r r. I r_L'/ i. / ! t7' /.[ I-_t7. . rfl(rT:�r/r1�17 � r,:r: .r.� 1 rrt rr7J r /r,.t l•; :r /, / � L, ri � 1t1 r; irlt.tlll"r i :�t't/ L! tI1111.! / I I-r � �-• /LJ`i_LI/ %//i1�1/1 .r J .•�/.rl r/1,Jr///il,11//.0/'/rI /t / / /J 1I.1 tl !.( rl/ ! / l1I11 I r - Cr t r-.i i- /,r/•/ / i t� ,// /i//!,///tr.Il//[i/r iiia/ / / :/i ! i�lr ; ( r < ; /.% ///tr.r / r LC LL ___.__ . . : , �I_/\ ri •.. : f .., , r^ /, r_// r_ /f { r i t ._ r [ /• , i//,- it l ;,;� It, -r- / t i/ /_C 1, i . .: r!!t'i y 1-I, r 1 i-7i i t ♦ // T i l � l - "7 l i-/ i r r i / r r l l I\ ! 1 r , / C • / l i \' ' �J. 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 No. Revisionissue dale [FL32250 operties, Inc.ird Street N.ville Beach,3 f� aa 6 T f C r I t 7 F 7 } t t j �y ' 'ti�jry�?t.Z II rjd.t r'i�'Citi tr_��i7 tij'i Jif 11(rt7�tjr �ttr'1�' Itrttltt�fiZli 11�tt�t �.. t t AM tJ / -I_- � t t F t 28-Jul-2005 11:40am From-AFRICAN FIRE RETARDANT CORP 6192583648 T-719 P.002/003 F-463 YRC '� N FIRE JZE7ARI►ANr 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 tiAted 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 flamespread is desired. COLOR This product is available in flat white, custom tinting is also available using universal colorants. RATINGS/APPROVALS LI.S: Testing Corporation ASTM E-84 5/4/95 & 6/16/94 Flame spread =5 Smoke developed=20 California State Fire Marshall#2280-1340-101 StateofNevada approved as tested I.C.S.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: 211F Humidity: Good Volume solids: 52% Viscosity: 90-95 KU Abrasion: Good VOC: 80 Shelf life: 6 months r - 15 - - 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-719 P.003/003 F-463 :i SIGNIFICANT APPLICATIONS San Francisco General Hospital Sam?s Town New Casino,Henderson,NV Clark County School District,Las Vegas,NV Hiitjn Hotel,Las Vegas, NV Broadway Department Store,Northridge, CA Robimson/May Department Store,Northridge, CA Tropicana Hotel, Las Vegas,NV Airp;brt Industrial Office, El Paso,TX Vistq Hills Townhouses,El Paso,TX APPLICATION Brus.i, roll or spray with airless spray.Avoid wet film builds greater than 10 mils per pass. Surface preparation': Surface should be prepped and/or primed. Cure)times: j Dry to recoat..............................30 min. Dry to touch................................1 hour Dry to handle..............................4 hours Thorough cure.............................1 week Dry film build: 10 mils Wet film build: 10 mils 2 coats Coverage per gallon: 100 square feet Packaging: 1 gaf�on pail S gallon pail 55 gi}llon container Shipping weight: 1 gallon= 12 lbs 5 gallon=60 Ibs Safety: Consult the Material Safety Data Sheet for this product prior to use. All technical advise,services and recommendations are rendered by the seller gratis.They are based on technical data which the seller believes to be reliable. Seller assumes no responsibility for results obtained or damages incurred in their by buyer in wholg or in part. i i i i ar 21 04 02t0lpAN dd CaraDRn Grauet f0'7- 9 -89Qy .__t P• +� ?41tylt 102 WCFA-102 IS A+CLAW)`A"IN'l'IUMN tTEU0R LATBR FUM CONrINIU-N('}K-172 COMBS iN WWTZ ON BLACK AND C BE TIIVTRD WrMIVFW.M COLORANTS TO FIT ANY DSCORATINQ WHEWL NCFR.-102 IS AN EX CH018 FOR WMIM AMICAMNS ON WWD FAMLING,Y'lt*aD METAL,Ft.A S AND D1tYWALI.,WNERE A CLASS"A-FI.A�tF.TOAD IS DESI . • rA tbS na tb+SAMUMK M pm VWA flee ff • SAN MUNCISCO(XNZRAL FibWffA L o""of Om", • SAM'S TOWN NEW CASM, Chi�p, R+ WKX ON,NEVADA p11M►pt t+IMMd 4f ROD* Eabor WiWwit WA u tap cant- • CLAIM�Otwm SCOL DISTRICT { LAS V96AS,W9VADA • IML70N( Fj..LAS VEGAS,NV J Hbi'!if�OOM>rlRNpiD!� � • 9iWM AY D8t'!'.STORE imoaaioo+rwtwa ii tswt Dcc,CA • nv bb mdiw M i • ROtilN N*t'MAY 09"STORE • r*IIo swiNgwe t+rwrt CA ., TROPI NtA HOTiL,LAS VRCiA.fi.N v • KACHINftTltOLXUK NM f • DRM PUAV SU VIOL NDA COMPATUILM WITH i1TWMR COATINGS: , • LAMI"MOH SCF OOL,CA. dl vcdy to wwW,wWl9wwd„plat w or f ' Oft OOpy10[oW iYirrllCteC. • CL DORADO WfML A CASMO RTAJMCix ! • RENO,N 00009 OON81t,GLENDAl.t,Gr► • WEA'tHMGOOD • 'MFS&TIS 0 HALL • Huhl>wy:C7�Uifu I • AMArS M.00OD WWAWCSD WITH • IiLA� LIRRAN1K,CA OilR TOP COATS t S AIRItIAL OFFICF, EL f • U's. Tasil a Co"OtATKIN ` . AMt51iNi RATION MA�t'M A4rM E-W.V4/#S A# bM i s1tEC u Y SINOKE Dvvm4PLAM peo-�D + DIN ,WM0,NATI0NAL • CAL2408tNtl4ITATY!t SKS MAROMAM.t COIL}'ORATION D32M13W101 • �tAN tNt+7'1T!L171C71��l�'i�V • IITAUOFNQ[VADAKPINROV6DAS L MYIL I TEACH PIWLDMING IVG OOF ICF • MY OF LIN AN MA&UWU"2 JAN 2 9 2 04 C) AUSUCAM IrM jWjAI pMM Cont. 131f V,%tATfANW WAWA shirt C:EANTK&Cl W771 (IM 479440 44HO)AlipatAsw rv*L 4K Y TKAIIMD COMI AMM`viOWAMM an al 04 CZ; Q l F carolum ov ow l �►q'�- yr-dy�b . i ata � Nl FR»X02 STORE EN A DRY,WRLL,'lfNr l.ATBD Ft AT AREA AT 40OFF Td 120?, i Cowxa: SLWALIS P$EPAJLATION; Vi HM Int CUSTOM SURFACE SI�MLD SE PREP AmJ m PKL MlliU, wll*T E'ER OALUM' OVERAGE) I 1 L&S, VISCOSITY! 1iGAS KU ' VOLVms SOLIDS.. AVUAGE APPLICATION 7I17lv'm'F.dat: WATER i W610HT SOLIDS /� ��y�� y. %AVERAGE CLJAi�-VPTXlN X WARM SOAPY WATER VOC tTYPICAL):OIL ACTtvA,T*C*r- KLBWAL)OQ NOT APPLICABLE; F AiH POFNT: POT I,M- NOT APPLICABI,L' PAC'IKAGIWO- APrNCATIOM MILTHOD. . C3ALLOFAIL ©.ALx�4W et FAIL BRUSH.ROLL OR SPRAY VATX AjRLEl5a.4 AY, $3 CALLON CONTAINER AVOID WIT FILM BUILLS ORgATER TH G ulLS f'l.Lk i'A511f. 3KWINQ WIGHT: GALLON- 12 LOS. COU TWC&(AT 70" TYPICAL) OALLDNS a 60 LHS DRY TO RUCOAT-.30 M TES i DRY TO T'OVCH— i ROM SfdIEU LUPI~. DAY TO HANDLE:-4?1RS THi0*0WN CL)FM- @ SIC SA": DRY FILM BUILD: WNSULT THE MATERIAL. 10 MILS. .4�A.FM DATA t WE", FOR, S PRODUCT PRIOR TO USE CC1YRitAGtS:PteR d:A t.I.R)N ((7�I 100 sq.FI: A WMONAL.COMWENTS ALL TNCILhtIAL,ADVISE, WRT 7It.M NVU.& WAVIC ES AND RECY.%AMF.NVA l0NS 10 MILS 2 COATS AIM RENDML tD I!Y THE SELLER GRATIS. "ICY AXE D.i ZM ON TECHMCAL DATA WIllCII TI M L.I.I A ZZL.IE VES TO ss � >tBLU►ELE.8 R ASBLINC�L5 NO ItamNS Q.ITY POR FOR RMULT ODTAMM' OR DAMAGES NCUP D THIEIR USE BY BLNI3R IN W14OL E W O� IN PART. I { I y tt C fJj. CITY OF ATLANTIC BEACH ., s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 _ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030641 Date 6/27/05 Property Address . . . . . . 834 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 834 CAVALLA ROAD F 7225 CRANE AVENUE #49 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 993-0739 ----- ------- --- --- ---- ---------------------- ------ ----------- --------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due --------------- -- ---------- ---------- ----- ----- ------- --- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4,61j , P. 4A BUILDINU OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 CCU), 2 0 Date f 23 flS Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @$ per sq ft= $ Patio @$ f per sq ft= $ TOTAL VALUATION: $ Total Valuation I" $ (oyo i 4y b v Remaining Value $S. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �( ZONING: + V2 Filing Fee $ FLOOD ZONE: O Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ v WATER M'ACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL I10PROVEMENT$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ l9 •o GRAND TOTAL DUE: $ G Fc( CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT s 800 Seminole Road L Higgins oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax _m �_� www.coab.us fi`a� ' _� CITY OF'ATLANTIC HACH � 81JILL Nq—, P, zonl,��r PLAN REVIEW COMMENTS JUN 2 3 200 Permit Application # 30(fig BY: � Property Address: �3 4 Cpr��l 1 � _ ___ -___.._�_:. ..__�._._-' Applicant: S . 1-4(-y0(2— Rbc, F-t rJC; Project: 00 r FF This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your appli1a/tion when these items have been completed. Y Reviewed By: `/ Date: Date Contractor Notified: CITY OF ATLANTIC BEACH ROOFING PERMIT MIT APPLICATION Date: M —,4�)-- 05 Job Address: '� ` VL G` Z !� Owner of Property: ' Address: r ephone:�� 2-c'l- ! -)q1� Contractor: f� • 2 S'e mt� State License Number: C' C —O r4 Contractor's Address: Telephone: © !,Z 9 Fax: B Se v mQ1 U✓ Mn -,I < <O s.. Scope of Work: !` o U 43 Deck Slope: 3112_ Greater than 2:12 Less than 2:12 Valuation of work: Product Name(Example: Timberline): Manufacturer(Example: GAF): ASTM Designation(s): Required Inspections: g anj Final Signature of Owne A Date: 2 3 p Signature of Contractor: Date: AS TO OWNER: l` Sworn to and subscribed before me this 3 day of VJ A/t'7 ,20 d V. y HPROLD pIAMEN MY COMMISSION#00 397843 Notary's Signature: EXPIRES:May 14,2M t, Bonded mru Natw wwe urderw itars [Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this ®�3 A day of J AJ cr- ,20 Com. State of Florida,County of DuvalUy Notary's Signature: HAROLD MATTHEWS ❑ Personally known _.. MY COMMISSION#00 397843 []"Produced identification EXPIRES:May 14,2009 .�. Pubk Undo Type of identification produced` Q 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http:i/www.cLatlantic-beach.fLus Page 1 Revised 2/21/03 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029641 Date 2/02/05 Property Address . . . . . . 834 CAVALLA RD Tenant nbr, name . . . REPLACE SERV ENTRY CABLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ 2001 PROPERTIES ALL CITY ELECTRICAL CONTRACT. 834 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ------- ------ ---------------- ----------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 7-lZIA.— Property Address: V3 Y Owner: Z o p/ 12co, -&- � I Telephone#: Contractor: ' Or L de -�-to" lc_ ea nl1 Y Telephone#: �L Contractor Address: 13`70 UL�h 031-' Fax#: 37q O60 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good praoce listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ElTemp. El being done on this building ❑ New Residence Old O Commercial ❑ Signs ❑ Increase Or�'numb�building Re-wire Cl Addition Sq.Ft. - Repair Conductor Size:lo AMPS: t z COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT2`(V WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air . H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V 0VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Signnn n 1 f Miscellaneous I e 1' c C S�v<< � ,4TY C 1 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us 17 CITY OF ATLANTIC BEACH, FLORIDA / Aftwowd bV APPLICATION FOR ELECTRICAL PIRMIT !� 9 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH ELE ICAL R G LATIONS. CODES ANO CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: WM ELECTRICIAN SIGNMRE JOURNEYMAN NAME )Wt}l? Y A)t S fi ADDRESS: 93Y 04 V1011-k d, RFaBOK_,.._ BLDG.SIZE BETWEEN: REL V1IZAPT.1 1 COMM.1 1 PUBLIC l 1 INDUS.1 ! NEW l L OLD VI' REW.I ) ADDITION( ) TRAILER( 1 TEMP.l 1 SIGNS ( ) / SLh FT. SERVICE: NEW( ! INCREASE( 1 REPAIR FEE CONDUCTOR SIZE AMPS COPPER f ALUM. d7� SWILCH OR BREAKEll mn PH W VOLT, EK .SERV.SIZE %i AMPS PH 3 W 940 VOLT MI RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0a0 AMM. - 21.100 AN SWITCHES INCANDESCENT FLUORESCENT&M.V. Fl=g) 0.100 AMM. OVER APPLIANCES - BELL'TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW44EAT a� oval MOTORS H.P. VOLTAGE PHS NO. I L"! VOLTAGE PHS MISCELLANEOUS '_A"#&L AL C4 TRANSFORMERS: UNDER BAA V_ AVER RAO v DATE: _/C�'^� PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE: BEEN MADE AND ARE SATISFACTORY: --- ----- ------ ______________---__._-__-- ------ ------------------ -------------------------------- -----------_-------- ------------------------------ ------ -------------------------------------------------- ------------------ ------------------------------- SINCERELY, BUILDING INSPECTI N DIVISION cc :FILE