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Permit 836 Cavalla Rd CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031888 Date 12/28/05 Property Address . . . . . . 836 CAVALLA RD Tenant nbr, name . . . . . . INSTALL HEAT PUMP/AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---------- -------------- DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 (904) 241-3785 -------- ------------------ --- -------------------------- -------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------------- ---------- ------- --- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 r} 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 r �r - `;,, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 l INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031384 Date 10/10/05 Property Address . . . . . 836 CAVALLA RD Tenant nbr, name . . . . . . CHANGE FIXTURES Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERTY PARTNERS ALL CITY ELECTRICAL CONTRACT. 836 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. BU1tbWGA0FFICI4,L ; CITY OF ATLANTIC BEACH J ,1 ,. ELECTRICAL PERMIT APPLICATION Date: Property Address: �� id� L g� Owner: PfPj)er+U Py-,5 UC Telephone#: Contractor: alZA4 FleplTicalC R YL Telephone#: :i 14-o 3 Contractor Address: 768 c� JkA FL Fax#:,,379— 060Q Contractor Signature: In consideration of permit givA�fing a work as described in the above statement, we hereby agree to perform said work in accordance with the attached d specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of oe listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New IK Residence ❑ Temp. ❑ New being done on this building 2� Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building g Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMNUM 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 I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous okkunz ,�- 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atlantic-beach.fl.us Revised 1/04 I- CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 j rti3l9' Application Number . . . . . 05-00030810 Date 8/17/05 Property Address . . . . . . 836 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 836 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 PEPROVED ONLY IN CO ANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIL G DES. AT BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: , r BUILDING / ZONING DEPARTMENT D. Ford 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS JUL 00 t Permit Application # CDS — �Q�R l () Cl Propel Address: Applicant: L)K-0114 Project: This permit application has been: Approved F-1 Reviewed and the:following items need attention: Please re-submit your application when these items have been completed. y� �- Reviewed B `'� / Date: `�l l DS Date Contractor Notified: CITY OF ATLANTIC BEACH x BUILDING PERMIT APPLICATION � (Alterations &Additions) it p Date: 07/07/05 Job Address: 836 Cavalla Rd Owner of Property: Atlantic Property Partners Address: 1328 north Third Street Jacksonville Beach,FL 32250_ Telephone: _904.247.7414___ _ Legal Description: Block Number: _26 Lot Number: 6 Zoning District: Contractor: ( � CD'1)57JZ - State License Number: 7 Contractor Address: Telephone: b2-G- U 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 I/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 tha"ation with thisap n is correct. Signature of ownerDate: S� 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 a an correct and that the plans and su rting data have been or shall be provided as required. Signature of Contractor: Date: 7.Z. •0� Address and co ct ' formation of person to receive all correspondence regarding this application(please print). Name: tO N Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ����� ,20 0 State of Florida,County of Duval :4W0 P"'%; )ulie M Haynes Notary's Signatur . -a--- MY COMMISSION# DD126313 EXPIRES 7a•, = August 19,2006 ( Personally known BONDED THRU TROY FAIN I1SUMMM INC ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 42!!D day of ,20 01;—• State of Florida,County of Duval Notary's Signature: lY pY'° JEANNE M.SHAW x �:= MY COMMISSION#DD 435986 ❑ P rsonally known EXPIRES:May 31,2009 Produced identification P,f ..• Bonded Thru Notary PU*UtWeiwrltxe Type of identification produced 1—'�-- D r-I V b, C- G (Doc,4 3,-1.G(Doc,43a. 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 �' � fir. ���, ��''• -py `\ i Y _ t �S i t• t � ��� r t ' t�r �»�,•� siflf��t{�flllSl��•� �� � �'t ' + -171 �i t s}}(,'._r r.�•/t r( 1 'i r .1 j f t � -I t , /: ✓ t r t t t(,r t L Lit! } i 1IT, 1 llf�it�l�l�fL/t ftll 1j;t�l1 t t`r i It/f LLtr trLf-ttr( r�jL t�t(Lrrr _ —IlT a jr 7 .! tit t t ' /t,•la... - >?0 _ �.....-"''�Y .---''� two J VIVA Cavalla Rd.Unit: 836 Firewall -Front left 1 "=4' in Algee Two layers of 5/8" fi rerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. One layer of 5/8" fire rock on the ottom of the sofit in the kitchen with fireock between the studs. 0.64" 0.644 0.63" Cavalla Rd.Unit: 836 Firewall -Front ricaiht A"=4 evin Algee 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" pPPRpVED Cin ©F ATLAt4,nCCEACN BUILDING ` e sed -- each �n is o� deck. Saye rood ,, etoc�c �\de o� the ionthe2 � nde ,, �e eu . 1 �\�� ha or`th th a � a er ced n v $ ee A-5I � �efiN v��t� Wad wa\� eaout1,00 4a°1 co4 eke p 065 063 48.54" Aff Cavalla Rd. Unit: 836 Firewall -Side 1 "=4Kevin Al ee 0.72" 0.64" 0.64" 0.63" 0.63" • Exterior o Siding • Replace all existing wood siding and repair existing wood rot/ damage. Install new vapor barriers and install lap siding. Replace all windows including enlarging upstairs openings in front and read bedrooms. Replace siding in the rear including installing windows and or doors so that all units are similar in the rear. Repair/install floodlights above each unit's door. Install dryer exhaust vent. • Install over the stucco: 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 (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 t/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 __ _ �t.. F ,-,. � i :.. __ ------.. ----_ -_ rI i ' _ _ __ 7 --_�. _ _ _ _ {�f«� i�'�!"moi � � � 9 ) .� ! � _ I � � � �i 1 r� ��'`. �\ 1 r� ��,, i � �',J_�s'x� L�_/��tS rip �� �_, J, ' . _ i - ,_ �;f E 7 - � '� � � �t--� _- e i � � _ ;_ l i __ .: �__, � � � � f —�� --1! ---4 :..... Hardiplanke Lap Siding James Hardie® INSTALLATION INSTRUCTIONS Building Products APRIL 2005 SELECT CEDARMILL©-SMOOTH-COLONIAL SMOOTH®-COLONIAL ROUGHSAWN0-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) g -NEVER use a power saw indoors b. at butt 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.jameshardia.com to help you determine the most appropriate cutting method for yourjob 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. „1+ The first course of any wall should be installed over a 1/4"lath strip to ensure r a a consistent plank angle(see figure 1). # Blind nailing Hardiplank 'Fll 1'from weather-resistive stud plank op ,. barrier w w " ° 0 ° k+ 6 ° eather-resistive ° 1 °° ° barrier I3/8"from o ° ° fastener —r' plank edge °°° °°° 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.jameshardia.com or by calling 1-800.9HARDIE. FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 Install Hardiplank"lap siding in compl- At the juncture of the roof and vertical sur- Hardiplank lap siding can be installed directly to masonry iance with local building code require- faces,flashing and counterflashing shall be block. Hardiplank siding can aslo be installed to concrete ments for clearance between the bottom provided per the roofing manufacturer's construction when the wall is furred out with wood framing edge of plank and the adjacent finished Instructions.Provide a minimum of a 2" or minimum No.20 gauge steel framing anchored to the grade(see Important Note). clearance between the roofing and bottom wall.Framing can be spaced up to 24"OC.Consult stud edge of siding. applicable code compliance report for recognized weather-resistive application to masonry block.A weather-resistive barrier barrier r 2" is recommended between the framing and the siding, concrete foundation weather- r resistive 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-MI,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 PanelfastTA° (0.100"shank x 0.313" HD x 1-1/2"long) stud 24" --; o.c.max. 11/4"min. stud 24 overlapo.c.max. weather-resistive o moderate contact barrier f _ blind nail 314"-1" _ - - Minimum overlap I °° for Both Face ° ��- face nail and Blind Nailing 0 i weather-resistive min,I barrier ov1 1/4"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 • 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& recommended. This will help control the depth the nail is driven.If setting the nail depth add nail B figure A proves difficult,choose a setting that under drives the nail. Hit the under driven nails snug figure fi fdrive nails figure 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 1-1/4 4.Actual usage subject to variables such as building design and installers COVERAGE AREA LESS HARDIPLANK® SIDING WIDTH OPENINGS 5-1/4" 6-1/4" 7-1/4' 7-1/2" 8" 8-1/4" 9-1/4" 9-1/2" 12' (exposure) (4) (5) (6) (6-1/4) (6-3/4) (7) (8) (8-1/4) (10-3/4) 100 sf 1 SQ 26 21 18 17 16 15 13 13 10 200 sf 2 SQ 53 42 35 34 31 30 26 25 20 300 sf 3 SQ 79 63 53 50 47 45 39 38 29 400 sf 4 SQ 105 84 70 67 62 60 53 51 39 500 sf 5 SQ 131 105 88 84 78 75 66 64 49 600 sf 6 SQ 158 126 105 101 93 90 79 76 59 700 sf 7 SQ 184 147 123 118 109 108 92 89 68 800 sf 8 SQ 210 168 140 134 124 120 105 102 78 900 sf 9 SQ 236 189 158 151 140 135 118 115 88 1000 sf 10 SQ 263 210 175 168 156 150 131 127 98 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107 1200 sf 12 SQ 315 252 210 202 187 180 158 153 117 1300 sf 13 SQ 341 273 228 218 202 195 171 165 127 1400 sf 14 SQ 368 294 245 235 218 210 184 178 137 1500 sf 15 SQ 394 315 263 252 233 225 197 191 147 1600 sf 16 SQ 420 336 280 269 249 240 210 204 156 1700 sf 17 SQ 446 357 298 286 264 255 223 216 166 1800 sf 18 SQ 473 378 315 302 280 270 236 229 176 1900 sf 19 SQ 499 399 333 319 296 285 249 242 186 2000 sf 20 SQ 525 420 350 336 311 300 263 255 195 2100 sf 21 SQ 551 441 368 353 327 315 276 267 205 2200 sf 22 SQ 578 462 385 370 342 330 289 280 215 2300 sf 23 SQ 604 483 403 386 358 345 302 293 225 2400 sf 24 SQ 630 504 420 403 373 360 315 305 234 2500 sf 25 SQ 656 525 438 420 389 375 328 318 244 2600 sf 26 SQ 683 546 455 437 404 390 341 331 254 2700 sf 27 SQ 709 567 473 454 420 405 354 344 264 2800 sf 28 SQ 735 588 490 470 436 420 368 356 273 2900 sf 29 SQ 761 609 508 487 451 435 381 369 283 3000 sf 30 SQ 788 630 525 504 467 450 394 382 293 PATCHING CAULKING PAINTING Dents,chips and cracks can be filled with For best results use a latex sealant that complies It is recommended that James Hardie products be a cementitious patching compound. with either ASTM C834 or ASTM C920(Grade NS, painted with 100%acrylic topcoats. Do not paint Class 25).Caulking should be applied in accordance when wet.For application rates refer to paint with the caulking manufacturer's written instructions. manufacturers specifications. Back-rolling is recommended if the siding is sprayed. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405,Hardiplank lap siding is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings. Hardiplank lap siding is also recognized for application in the following: City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release l Mlc,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 �:- r . Craftsman ��OW�nA OR>OR COMPANY MADE IN THE U.S.A. SERIES 2900 VINYL SINGLE HUNG WINDOW �- Window Size,Rough Opening,Clear Opening and Glass Size Information 2/6 x 3/0 30 x 36 30 1/2 x 36 1/2 25 x 13 1/2 2.34 25 7/8 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 50 1/2 25 x 201/2 3.56 257/8 x 23 7.68 2/6 x 4/4 30 x 52 301/2 x 521/2 25 x 21 1/2 3.73 257/8 x 24 8.03 2/6 x 4/6 30 x 54 301/2 x 541/2 25 x 221/2 3.91 257/8 x 25 8.38 2/6 x 5/0 30 x 60 301/2 x 601/2 25 x 251/2 4.43 257/8 x 28 9.42 2/6 x 5/2 30 x 62 301/2 x 621/2 25 x 261/2 4.60 257/8 x 29 9.77 2/6 x 5/6 30 x 66 301/2 x 661/2 25 x 281/2 4.95 257/8 x 31 10.46 2/6 x 6/0 30 x 72 301/2 x 721/2 25 x 31 1/2 5.47 257/8 x 34 11.50 2/6 x 6/2 30 x 74 301/2 x 741/2 25 x 321/2 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 301/2 x 841/2 25 x 371/2 6.51 257/8 x 40 13.59 i i 3/0 x 3/0 36 x 36 361/2 x 361/2 31 x 13 1/2 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 381/2 31 x 141/2 3.12 31 7/8 x 17 6.94 3/0 x 3/8 36 x 44 361/2 x 441/2 31 x 171/2 3.77 31 7/8 x 20 8.23 3/0 x 3/10 36 x 46 361/2 x 461/2 31 x 18112 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 1`..�. 3/0 x 4/4 36 x 52 361/2 x 521/2 31 x 21 1/2 4.63 31 7/8 x 24 9.96 10.39 3/0 x 5/0 36 x 60 36 1/2 x 60 1/2 31 x 251/2 5.49 31 7/8 x 28 11.68 3/0 x 5/2 36 x 62 36 1/2 x 62 1/2 31 x 26112 5.70 31 7/8 x 29 12.11 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 36 1/2 x 841/2 31 x 37 1/2 8.07 31 7/8 x 40 16.85 Effective 1/1/03 Page 29-31 a j!kncanit Casman 1 WINDOW end DOflR QOMPANM 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 R "6/0x 72 x 23 721/2 x 231/2 18 13/16 x 177/8 2.34 223/4 x 187/8 8.20 72 x 35 721/2 x 351/2 18 13/16 x 297/8 3.90 223/4 x 307/8 13.67 6/0x3/6 72 x 41 721/2 x 41 1/2 18 13/16 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 49 721/2 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 18 13/16 x 477/8 6.25 223/4 x 487/8 21.88 x 59 721/2 x 591/2 1813/16 x 537/8 7.04 223/4 x 54 7/8 24.61 : 8/0 x 2/0 96 x 23 961/2 x 23112 26 13/16 x 177/8 3.33 303/4 x 187/8 11.20 8/0 x 3/0 96 x 35 96 1/2 x 351/2 26 13/16 x 297/8 5.56 303/4 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 2613/16 x 377/8 7.05 303/4 x 387/8 23.65 8/0 x 3110 96 x 45 961/2 x 451/2 2613/16 x 397/8 7.42 303/4 x 407/8 24.90 810 x 4/0 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 2613/16 x 437/8 8.17 303/4 x 447/8 27.39 810 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 4/6 96 x 53 961/2 x 531/2 2613/16 x 477/8 8.91 303/4 x 487/8 29.88 810 x 510 96 x 59 961/2 x 591/2 2613/16 x 537/8 10.03 303/4 x 547/8 33.61 iiall 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. 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-107F Silverline Building Products, Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window, Series/Model 2900. Maximum Overall Nominal Size:up to 48"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. 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 Descriptiort Test Location Date Report No. cztffying Technician Uniform Static February 16,1999 01-34085.01 Adam Fodor ASTM E330 Air Presmure ATI—York,PA 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 water ATI—York,PA Fdxuary 16,1999 01-34085.01 Adam Fodor Penetration November 10,1999 1 01-36126.01 ASTM E283 Air Infiltration ATI—York,PA February 16,1999 01-34085.01 A�Fodor November 10,1994 01-36126.01 Design Pressure Ratings: Configuration Glass Maldmum Size Design pressure Rating Single Hung Window 118"Ann.-Air Space-118"Am. Up to 48"X 84" +30.00 psf -30.00 psf Single Hung Window 1/8"Ann.-Air Space-1/8"Am. Up to 44"X 62" +45.00 psf -45.00 psf Single Hung Window 1/8"Am.-Air Space-%1/8"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 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 obtainerL 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" 6.0" � f-- � --i � 6.0~ 1 T p O IN s O M'1 s O #10 x 2 1/4" SHEET METAL SCREW : s O o �p cc T #10 x 2 1/4" SHEET METAL SCREW SIDE JAMB SILL HEAD JAMB #10 x 2 1/4" SHEET METAL SCREW DWG. #SLSH-404 R W R W Building Consultants, Inc. 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-11OF-R Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window,Series/Model 2900 With Nailing Flange. Maximum Overall Nominal Size: up to 48"x 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered corners. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. *In these units both the meeting rail and fixed rail are reinforced with steel "U"channel. **In this unit the stiles utilize an extruded aluminum formed steel channel reinforcement and both the meeting rail and fixed rail are reinforced with steel "U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Re ort No. Certifying Technician Uniform Static February 16,1999 01-34085.01 Adam Fodor ASTM E330 Air Pressure ATI—York,PA November 10,1999 03-36126.03 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 F-283 Air Infiltration ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 1 01-43155.01 1 Joseph A.Reed,P.E. Design Pressure Ratings: Configuration Glass Maximum Size Design Pressure Ratings Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. p 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-1/8"Ann. Up to 38"X 60" +50.00 psf -50.00 psf Single Hung Window 1/8"Ann.-Air Space 1/8"Ann. Up to 36"x 74" +50.00 psf -50.00 psf** Installation and Anchoring: See reverse side this page Use 1.Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained. Certification: Florida Professional Engineer - Seal No.43409 March 19,2003 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. 1N O.C. N m C) � U #8 x 2" SHEET METAL SCREW, TIP. 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 MODEL DESIGNATION: Silverline Series 2900 Single Hun Window = 3"x 3/16" TAPCON ^o _9 9 9 m n MAXIM M OVERALL NOMIAAL SI Single up to a maximum of 48" x 84" MASONRY LINTEL `� w MIN. TYPE ANCHOR m 1 x 2 ° 0 DESIGN PR SS RE 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 c N) Up to 36" x 60" Positive 50.0 PSF Negative 50.0 PSF - _ W oa Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF U u) Windows: Design Pressure Ratings Vary, See SILICONE DRYWALL n1 (A Z M CAULK �I� _ Corresponding AAMA Test Report or Dade e _ w NOA or Florida P.E. Evaluation. _z d Cd 2 x 5 SUB–BUCK ° LL ^Z USABLE CONFlGURATIONS: 0 o X n w SILICONE CAULK T GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The – HEADER JAMB � ° 'n MAX 0.25' m wall thickness through which the anchor screw SHIM SPACE 6- penetrates in the head and side jambs is 0.070". 1.33"MIN. C 1 HEAD JAMB SSHEET METAL SCREW EMB. MASONRY 6"-}------{ SILICONE CAULK p_ Q MAX. 0.25" U O SHIM m V 110 x 1 3/4" PAN HEAD 4w U j Z O SHEET METAL SCREW o` er 314 1 _ •4 IL O s O `C� SEE NOTE - - - _ - m > (V - - 3 BELOW c_m r•T 110 x 1 3/4" SIDE JAMB - t SHEET METAL SCREW `.'. `" O Z a f WINDOW FRAME SILICONE CAULK �. ~ TO BUCK t'�r-^�--.d:[ t 2 3"x 3/16"7APCON C7 W TYPE ANCHOR 3 W IN RACK 2 x 6 SUB—BUCK-1Z I DRYWALL O Z Q� MEETING RAIL0'25" FURRING 1.25" MIN. CJ O CTR LINE SHIM SILICONE CAULK LLJ EMB. U) O 3 J INSIDE STOOL Z O Q - SIUCONE CAULK SHIM N O = g W1 VERTICAL JAMB O MASONRY 1"x 2"FURRING �`— y lit � > n SILL DRYWALL C..) } X EXTERIOR Z m Z Z SASH TRACK .. ... N > O X 3/16"TAPCON3 - YSILL ` 7.625" 00 BUCK TO MASONRY U lY ---"�1 - �eUfLD{NG - CONSULTANrS, -.s-. 813.659.9197 s .. NO 1. This installation hos been evaluated /or 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 L and Other Structures do not exceed the design pressure ratings listed herein. scALE N.T.S. DWC.af: TJH 2. When installing a window that is 36"or less in width, the centerline screw at the head may be eliminated. cm.er: R.W. 3. Wall dressing at exterior flanges By Others. DRAWING No.: II I 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortar joints. SL-41 OR F-48" MAX. OVERALL FRAME WIDTH--I rr• j ' s"M I of 1 n MODEL DESIGNATION: Silverline Series 2900 Single Hung Window W/ Nailing Flange 8 1.15" MIN. m MAXIMUM OVERALL NOMINAL SIZE• Single u to a maximum of 48" x 84" m rn g P EMB. 2x FRAMED HEADER DESIGN PRESSURE RATING EXTERIOR SHEATHING _ o¢ _LI 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 `r m ao Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF 15lbs. FELT E ° u) U to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF s o ° u� P 9 SEE NOTE 2 DRY WALL to Z J M Windows: Design Pressure Ratings Vary: See SILICONE - u-i t Corresponding AAMA Test Report or Dade CAULK li C U_ NOA or Florida P.E. Evaluation. ...... p N USABLE CONFIGURATIONS 0 HEAD JAMB c a ca � X SILICONE CAULK 'F 0 U GENERAL DESCRIPTION: The head and side jambs ore extruded PVC. The 1/4" MAX. SHIM L rn wolf thickness through which the anchor screw penetrates in the nailing flange is 0.070". HEAD JAMB SILICONE NNOTEC3ULfC N 4' _ .41 HEADER SILICONE CAULK 1/4 MAX. SHIM `0 rn SIDING SIDE JAMB y O 151bs. FELT SEE NOTE 2 X aEXTERIOR SHEATHING a 0-Y O V N 10- MAX- N Go C; O.C. d m' 3 SILICONE CAULK m N ? 2x STUD m—m G6 SEE NOTE 3 c -C 1 w 2x STUD SILICONE CAULK m ! m� v - LI)OZ0- ; 1/4"MAX. SHIM 18 x 2" SHEET trJ METAL SCREW DRY WALL = SILICONE CAULK Z ZO LJ VERTICAL JAMB O }- Z Lu SILL SILICONE CAULK ti U J SEE NOTE 3 W tY Z INSIDE 5700E O U Z Q SILICONE CAULK W151bs. FELT c FRAMED SILL U = Z O -SEE NOTE 2 DRY WALL Z In J 3 Q SIDING x Z EXTERIOR SHEATHING 18 x 2"SHEET = N N - - - 1.15" MIN. METAL SCREW 2 O EMS. 1 SILL_ NAO 10" MAX. a C. 6/03/02 NO i. This installation hos been evaluated for use in locations adhering to the Florida Building Code scAte: N.T.S. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DWG.gr TJH and Other Structures do not exceed the design pressure ratings listed herein. CMG.By: R.W. Q 2. 15lbs. felt most be used as o water barrier. The felt must cover the nailing flange and anchor screw heads DRAWING NO 4' .: ` 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. sN¢[r 1 or 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.659.4858 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FS O4-0108.01 Date: January 8,2004 Product Category: Windows Product sub-category: Single Hung Product Name: 2900 Series Model 2910 Manufacturer: Silverline Building Products Corporation 1 Silverline Drive North Brunswick,NJ 08902 Phone-732.435.1000Facsimile—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. 913-72.070,Method Id of the State of Florida Product Approval,Department of Community Affairs-Florida Building Commission. This product has been evaluated for use in locations adhering to the Florida Building Code (2001 Edition) and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL-140 dated January 7,2004 prepared by R W Building Consultants,Inc.and signed and sealed by Lyndon F.Schmidt,P.E.(FL#43409)for specific use parameters. Lyndon F.Schmidt,R.E TIo.43-+,09 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 U 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 765 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!JL.E. No.43409 January 9,2004 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-140 titled Silverline 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window sheets 1 through 7 of 7 prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No.9813),dated January 7,2004,with no revisions,signed and sealed by Lyndon F.Schmidt,P.E. B Test 1. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-34085.01,dated March 8, 1999,signed by Bruce W. Croak,Project Manager. 2. Testing per AAMA/NWWDA 101/I.S.2-97 and ASTM F 588-97 as performed by Architectural Testing Inc.and reported in test report number,01-35010.01,dated June 18, 1999,signed by Bruce W.Croak,Project Manager. 3. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-36126.01,dated November 23, 1999,signed by Benjamin E. Myers,Project Manager. 4. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-43155.01,dated January 6,2003 signed by Joseph A. Reed,P.E.,Director—Engineering Services. 5. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 03-0523.01, expiring August 15,2007. C Calculations 1. Anchor analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt, P.E. 2. Mullion analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt,P.E. 3. Comparison analysis to establish design pressure for units smaller than tested,prepared, signed and sealed by Lyndon F.Schmidt,P.E. 4. Glass Load Resistance Report ASTM E1300-98/00 prepared by Roberto Lomas. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute,Inc., certifying that Silverline Building Product,North Brunswick,NJ is man ufacturingproducts within a quality assurance program that complies with ISO/IEC 17020 and Guio 53— Silverline Building Products ID#S-019-1 Lyndon F.Schmidt,P.E. No.43409 January 9,2004 Sheet 3 of 3 American NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windows' STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/i.S.2 specification for structural performance. WINDOW METHODSERIES TEST WINDOW SIZE D• RATING @ 25 MPH RESISTANCE TEST PRESSURE 1000 AAMA/NWWDA 46"x 65" 0.25 CFM 5.25 PSF 52.5 PSF DP-35 Double Hung 101/I.S.2 101"x 65" N/A N/A 52.5 PSF DP-35 101" x 76" 0.26 CFM 5.25 PSF +37.5/-52.5 PSF DP-25 1100/1150 AAMA/NWWDA 63"x 78" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101/I.S.2 36"x 62" 0.11 CFM 7.50 PSF 75.0 PSF DP-50 2110/2160 AAMA/NWWDA 44" x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 Single Hung 101/I.S.2 52"x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 52"x 73" 0.14 CFM 6.75 PSF 37.5 PSF DP-25 72"x 73" <0.01 CFM 10.50 PSF +60.0/-75.0 PSF DP-40 2130/2180 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/I3.2 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 AAMA/NWWDA 38" x 57" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 Double Hung 101/I.S.2 38"x 65" 0.18 CFM 7.50 PSF 67.5 PSF DP-45 96"x 77" 0.18 CFM 5.25 PSF 45.0 PSF DP-30 108"x 77" 0.18 CFM 7.50 PSF 60.0 PSF DP-35 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 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 lnflltratlontests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water innitrationtests a window's ability to resist water leakage through the window frame,sashes,}pints,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 docked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888.504-0005. American NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windows" STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW SERIES r 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 101/1.11S.2 48"x 90" N/A NIA 45.0 PSF DP-30 108" 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 56-112"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 Intagrityis the ability to withstand wind and other dynamic pressures,This Is rated in design pressure(DP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Inflitrationtests involve the equivalent of 25 mph wind,The lower the air infiltration rating the better. Water Infltrationtests 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 lirt 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. ..i men'can REPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windowse STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW - INFILTRATION WATER STRUCTURAL METHODSERIES TEST WINDOW SIZE •- RATING @ 25 MPH RESISTANCE TEST PRESSURE 300 Molded AAMA/NWWDA 32"x 23" 0.12 CFM 3.75 PSF 52.5 PSF DP-25 Hopper 101/I.S.2 1200 AAMA/NWWDA 44"x 60" 0.19 CFM 5.25 PSF 52.5 PSF DP-35 Double Hung 101/I.S.2 40"x 72" N/A N/A 45.0 PSF DP-30 48"x 77" 0.23 CFM 5.25 PSF 37.5 PSF DP-25 1300 AAMA/NWWDA 60"x 72" 0.06 CFM 7.50 PSF 67.5 PSF DP-45 Fixed Lite I 101/I.S.2 4000 AAMA/NWWDA 44"x 60" 0.16 CFM 4.50PSF 45.0 PSF DP-30 Double Hung 101/I.S.2 4100/4400 AAMA/NWWDA 60"x 72" 0.10 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite 101/I.S.2 5500 AAMA/NWWDA Patio Door 101/I.S.2 5900 Hopper AAMA/NWWDA 48"x 31" 0.13 CFM 6.75 PSF 37.5 PSF DP-25 101/I.S.2 6900 Garden AAMA/NWWDA 101/I.S.2 7400 Awning AAMA/NWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 101/I.S.2 48"x 90" N/A N/A 45.0 PSF DP-30 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7500 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/I.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 8500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/I.S.2 8700/8800 AAMA/NWWDA 108"x 48" 0.07 CFM 5.25 PSF 52.5 PSF DP-35 Slider 101/I.S.2 108"x 62" 1 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 a 80000mmm"Ns 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(DIP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Infiltrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Inflitrationtests a window's ability to resist water leakage through the window frame,sashes,joints,weather-stripping,etc. No leakage is permitted under this test criteria. Forced entryis tested by a certified lab technician using many different tools to simulate breaking into a home through the window, Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 F HUM :UXLEY CHB I NE I WHREHUUSE F HX NU. :yl746yIJ4448 May. 18 2171 5 11:2yHM H1 Proposal OXXTy CABINET WAREHOUSE, INC nate; 517/2005 . 7037 COMMONWEALTH AVE#8B Jacksonville, FI.32220 (904)80111-W4 Ofte (904) 693-444$ FAX 904) 818.1847 MOBILE Submitted To: Job Name: 2001 PROPERTIES 832-846 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 $160700 CROWN MLDG $105.00 STANDARD KNOBS OR PULLS $98:00 L MATERIALS ARE GUARANTEED TO BE AS WOCNED.THE WORK AgbV! TO BE PERFORMED PER THE ATTACHED P RAWINGS D SPMMCATION SHEET,AND TO BE COMPLETED IN A WORPAAN"LIKE MANNER. TERMS LST Y ALTERATION OR DEVIATION FROM THE ABOVE SPECIFKSATIONS,INVOi MNO COSTS,WILL 6E EXECUTETED ONLY ON WRITNDER AND WILL BWQW AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE OPAN.ALL ADRMAWS ARE CONTW T UFON RKIM.'ACCIDENT.OR DELAYS BEYOND OM COMM, ACCEPTANCE; THE ABOVE PRICES,SPECIFICATIONS,OONDInONS,AND PAYMENT-TERMS ARE SATISFACTORY AND HEREBY ACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK. ACCEPTED DATE`, THANK YOU,BILL OXLEY _ T Z t C t 3 x rrr UVF3 4V4L 1 30XII I tc 2 z . Iri BF3( � rr 92BL 42WCR E.J a z rr yJ I _ Y 42BCL j V36SD 30 c 398CR I "vv I car. rr 76 36X 109 1!2 t34 'f12 --I x 33X `f '° 38RBS T I Z 48VAL c 3 i 30 BF3 ' V30S' BI3 gp t h I t C, I I OOc =DWiEuro 27W ty� i I EP 1 • N �c ! OC I Q v 3 Client:KEVIN ALGEE MFG:Kitchen Kqmpact November 2004 mew:Plan Phone: Door Style: Melrowood Maple St;a1e:Scale-to-fit Design:KEVIN ALGEE Pug: Date:5117105 Designer: Builder: Page:1 F RUM :UXLCY CHB I Nb 1 WHKLHUUbL F HX NU. :'J04byU4448 may. 18 2005 11:,%HM F16 � v ~ � o N ' E _ d CIL try o s v mo � � W ur w � ¢ z z FKUM :UXLbY GHB1NbI WHHLHUU5b hHX NU. :y04byJ4448 May. 18 Obb5 11:JUHM N4 i 3 p ' • '� s z 14 i � o? M, t i w uj � JJJ 1 rr - rW r• J - U 1LL G F RUM :UXLHY CHB l NH I WHHI=HUUSC F HX NU. :JW4by.i4448 may. 18 2005 11:,S1HM F'S 1 Ati w.. "M v 0i • I To ' V ' d yQQ 7§ 4 I�dd i •• d 0. LU LU y' F. c � 0 LL T C I T 3 i x r rr _ r x f rr x ! x rr C C U- rr - - i T iZ C 1 A Q' _ lL A A ' A ! t C I Cc f 3 j rc 6 mm IL �? N - x 'r 34 Giem KEVIN ALGEE MFG:Kita wn Kompact November 2004 Viawe :Elevafeon Phone_ Door We: Mellowood Maple Scale:Scale-to-fit te Design:KEVIN ALGEE Pull: - Da :5/17105 i Designer: Builder: . 7-EnneerNed Manuf. O.C. 2-Underside of roof decking and trusses painted with AFRC NCFR-102 Class"A" fire coating(ASTM E-84,flame 1 T3Ffl 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 Revi m/km DOE r.m uom:aye way.:: 2001 Properties, Inc. 1328 Third Street N. Jacksonville Beach, 3 3 FL 32250 Sq �'''\ 8 >t 1 f � F r �..-- J F k F i 1 L; ' � f iFLrr-1 i G. —13 q J,11 t i c� t' 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583646T-719 P.002/003 F-463 Kc N FmE RERwCORP. 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 tivith 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 U.S:'Testing Corporation ASTM E-84 5/4/95 & 6/16/94 FIame spread =5 Smoke developed=20 CaIifprnia State Fire Marshall#2280-1340-101 State?of Nevada approved as tested I.C.g.0, #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: ESISTANCE: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 6192563648 T-719 P-003/003 F-463 'i i SIGNIFICANT APPLICATIONS San Francisco General Hospital Sam?s Town New Casino, Henderson,NV Clam County School District,Las Vegas,NV Hilton Hotel,Las Vegas,NV Broaldway Department Store,Northridge, CA Robinson/May Department Store,Northridge, CA Trop'cana Hotel, Las Vegas,NV Airp;brt Industrial Office, EI Paso,TX Vist4 Hills Townhouses, El Paso,TX APPLICATION Bru+ 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. :I 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 Pack�ging: 1 gal)on pail 5 gallon pail 55 g4llon container Shipping weight: 1 gallon= 12 lbs 5 gajlon=60 Ibs Safety: Cons'ilt 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 j I -- lb-- i an 21 04 02c01p Caralan GraueJ 4t�7-RJ8-89Q9 �_ p. ♦hh I LFM -a w�ur1 ?lltnk 102 WCFA-102 IS A CL.AS:t`A"SNTfXK*#X"I=OjL LA7-xX!UM Cowj-jN U.M>It-IU2 OWES IN int n Oil BLACK AND CA#86 TWM VFrM IVB RS.AL COL.OttANTS TO RtT ANY DSCORATINO$CHEW.NCFR.-tQ2 IB AN j&xczLLSW CHoICS pot RXTnjoa APKICATtONS ON WOOD PAVSUNG,l A*aD MEAL.KAMS AND DItYWALL..WHEJIE A CLASS"A*F1.A�MPMAD IS DESt fi�Jt3CtR7tD tlkS: bs0lrtt IDo �S1GNWWAMT AJ KX.%TUM- wad } pl VWA the l SAN ffR+11 ISCO QMRAL HOSPffA. • Cooft of*YWWJ,gNNW or "10 • SAM S TOWN NSM/CASDOO, pnw•ot•p"a of name KP4DZWN,NEVADA {{ • IttdNriar witA/witi at atop Dodo_ o CLARK�OUN'TY SCH OOi,DiIMCT � LAS VSGA&WRVADA I NOT Sr+OOMi[S<MpJiD FMj • HILI ON lits'VEGAS,NV I + l3ROAd AY D81"T.3TI01t8 " Iffamli"swvkw NCft l�GL.CA • 01*46W tSwrow • 80tit1�t NV'8 M1AV 09"8T4RE � ( HOR ,cA • TKOPI NIA flcaTtiL,LAS VBQAs t�V • KACH"ftTRC LZUM,NM COMIATiJItLJTY WA'!'31 O�!llLt CbATLtv08: Dam put&SOVICL hu • c"M sword ovw S Mamie p ftw ar L A(JlMA�41EGfH 3C1igt?L,CA Y to wood,wva Mrd,p�or i • SL 0014W HOTJti.A CASNO REM,wv tttiSQTAIM" • OOOt3£�WS&GL PMAL€,CA • MSA'tNE�GisL1D • 'lltXAS 0 HALL • tiUMWl1TV:Dow LAS V AL N V • ABRASi K.0009)013AMMO wrrH • iillVltJ3 381'3 SifRNA>tiK,CA ONt'I+Op COAT 111t+ • AlRI"OR INDUCMIAL OFMCF, i tA7?lMGVAl'MOVALJk EL�' TX • LIA. T1<87WO CO�:tATIKM ASTU E-114449f A&I6NA4 • AdN004 RATION MAffi'l'6R nAWR SPEC u SMOKE QSy��xi,.20 + DJWAMA IVYEMATIONAL + CAL RNIA!i'fAnVtlCpiMARRNAM.1 �j�ORk7JON Irul13�4tOt + LA2V tl1ST1fiG1TtOt V • Ifr^?B OF NRVADA AP'PROVBD AS CITY OF ATLANTE �EACH 'r�Tg f i BUILDING OF ICE • a+o CrrYoal JAN 2 9 z 0� • p?'Y OM Lqi ANCiBLXS,R�''l1'3Z AMf W.,W/vis V=AMtAM'1<CORP. 931f%Wt ^Tl ANJM WA� XUttt C SANTM CA VWl (W 47l.Sir! 4"3)x0pj eo rvst'K 1r nLA,Drvo Comt Amv tarCtlult,*mm J040, COPY on 41 04 C'Z: Olp Caroll$m ii,^aufri 4Q'7-L'4 -aJUV p. s i �or2 i 3TOMON coNvrroNs. 0"3: STOUR iN A DRY, W&LL,"MNM.ATEV F1�.AT AREA AT 401 T6 120F. COLtyxs: SURFACE PS"ARATION: WH1'M k CUSTOM SURFACES SkMLD BE PREPPM- ANI V(M TaKlMlSi i. W)diR vt I-iFeR CGALl cs- V'ISOC>EtT`1f; OVERAGE) !! LBS. 510-3 KU { VOLVME SOLMS: AVIFAAGE APPLICAY10M THtWER.: WATER i WWOHT SOLIDS CLSAN•UP'a"t[aa�'iiR; ; I 'fi AVERACs>~ WARM SOAPY WAT11 voC tr&r.Aw:cwL ACTJVA7lCW- �L1i,55K3AL)/Q NOT APPLICANL E. n.,AiH PONIT: FOOT UM- NOT APPLICAOLS PACKAGING- A" R:.ATl0f4 MRTmob. GAL.L.O PAIL �A 4t.i..41V PAIL SRUSK ROLL OR SPRAY Wrr8AiR1E �1Y, $3 C3ALL.ON CONTAINER AVOID WST KLM E1UIt,. *GREATER THA O MILS 1'RR 1•A33, 3>rWjNo W'TaigHT: GALLON- 12 L13S. COU TIMZ&-(AT 70" TYPX-AL) �GALLONS-60 LHS OILY TO RECOAT-30 UES DRY TO TOUCH- i HOUR sHF.LF LJIFE: DRY TO HANDLE-4 HWRS i Af aKO1�THS TNUROWK Cllr's- 1 WE SK SAP�TY: UR'Y F a m hula: CONSULT THE MATERIAL L 10 MILS. *FETY DATA SKEFT FOR This PRODUCT PRIOR TO USE COV1I:1RAGR PfR CAr.lAwi I 100 SQ.Ft'. ALX'tnONAL;COMMENTS ALL TS CHWTM AL ADV= WRT a+'LLM RVMbc W AVICIS AND RECCOAM !NOAT)CW.9 I o MtL S a COATS ARs ammukD dY THE I!;nuit Ga ns. "MY ARE"SED ON TECHNICAL DATA 1WIIICII Tilc I,I.ZA BBL MVF4 TO as RELiARLE•S R ASS UMS5 NO RJESPONS tLITY POR FOR PMULT OBTAIN=OR DAMAGES iNCURXED THEIR USE BY BUYER IN W14OLE IN Ol EN PART, I CITY OF ATLANTIC BEACH l' 800 SEMINOLE ROAD -' ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rljilt Application Number . . . . . 05-00029642 Date 2/02/05 Property Address . . . . . . 836 CAVALLA RD Tenant nbr, name . . . . . . REPLACE SVC ENTRY CABLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ 2001 PROPERTIES ALL CITY ELECTRICAL CONTRACT. 836 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: 2- Property Property Address• S 3 G 6�1 4 �� Owner: U 6 t i 1'�� -c`7/f 3 Telephone#: �l it Contractor: J_le,- -Cc, �v, �� ,S Telephone#: 0I3� Contractor Address: -7 �"��&L K � IAC 3 22t Y Fax#: _)75' In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ❑ Signs ❑ Increase P n nu�mbber wilding ❑ Re-wire ❑ Addition Sq.Ft. 1�c Repair Conductor Size:/ AMPS: 2 N ALUMINUM 54 Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS L PH W 3 VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air . H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.—Sign Miscellaneous C Se)t-v'TC 4rZ 6411c 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us #`;`,,; � � °�, CITY OF ATLANTIC BEACH µ f t 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 few � rtlilt Application Number . . . . . 05-00030642 Date 6/27/05 Property Address . . . . . . 836 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 836 CAVALLA ROAD r 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. BUILDING OFFICIAL eoq CITY OF ,attic Vead - 9&ud4 800 SEMINOLE ROAD ____,__- _ —------------------- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 June 15, 1994 Mr. Charles A. Garrard, Jr . 836 Cavalla Road Atlantic Beach, FL 32233 Dear Mr. Garrard: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 836 Cavalla Road a/k/a Lot 6, Block 26, Royal Palms 2A RE#171717-0280-1 An investigation of this property discloses that I have found and determined that a public nuisance exists thereon as to constitute a violation of Section 12-1-3 of the Code of Atlantic Beach (high weeds and grass) in rear of building. You are hereby notified that unless the condition above described is remedied within fifteen (15) days from the date hereof , the City will remedy this condition at a cost of the work plus a charge equal to 100% of the cost of the work to cover City administrative expenses , which will be assessed the property owner or occupant . If not paid within thirty (30) days after receipt of billing, the invoice amount plus advertising costs , will be posted as a lien on the property. Within fifteen (15) days from the date hereof , you may make written request to the City Commission of the City of Atlantic Beach for a hearing before that body, for the purpose of showing that the above listed condition does not constitute a public nuisance. Sincerely, Karl W. fGrenewald Code Enforcement Office-f KWG/pah cc: City Manager Don Ford VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF r�artic �iea� - �l��ciala 800 SEIIINOLE ROAD --- --- --- ----- -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904)247-5805 June 15, 1994 Mr. Charles A. Garrard, Jr. 836 Cavalla Road Atlantic Beach, FL 32233 Dear Mr. Garrard: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 836 Cavalla Road a/k/a Lot 6, Block 26, Royal Palms 2A RE#171717-0280-1 An investigation of this property discloses that I have found and determined that a public nuisance exists thereon as to constitute a violation of Section 12-1-3 of the Code of Atlantic Beach (high weeds and grass) in rear of building. You are hereby notified that unless the condition above described is remedied within fifteen (15) days from the date hereof , the City will remedy this condition at a cost of the work plus a charge equal to 100% of the cost of the work to cover City administrative expenses , which will be assessed the property owner or occupant . If not paid within thirty (30) days after receipt of billing, the invoice amount plus advertising costs , will be posted as a lien on the property. Within fifteen (15) days from the date hereof , you may make written request to the City Commission of the City of Atlantic Beach for a hearing before that body, for the purpose of showing that the above listed condition does not constitute a public nuisance. Sincerely, �t�r Karl W. Gr newald Code Enforcement Officer KWG/Pah cc: City Manager Don Ford VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED (7 r Mme. - � -all,-1,5 CITY OF ALTANTIC BEACH L COMPLAINT MANAGEMENT SYSTEM TAKEN (date/time) : � `7 9� / ���,` COMPLAINANT: LfJ .S 7- Last Name LastName First Name Mi ADDRESS: CITY/STATE/ZIP: , TELEPHONE: (�*-/) "-) D COMPLAINT: ��ly Li/�}�i�L/—"Y 1 2W ID LOCATION: � PROPERTY ?WARD5-D---TO-:-H PROPERTY I DEPARTMENT COMPLAINT TAKEN BY: DATE/TIME: f - OFFICE USE ONLY INVESTIGATED: (date/time) ASSIGNED DEPT./DIVISION: PRIORITY: INVESTIGATOR: CONDITIONS FOUND: ACTION TAKEN: f COMPLIANCE: t:OTES: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHOkITY 2:.13 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPEC'T'ION(S) HAVE BP$-_'N MAL" L AND ARE SATISFACTORY : ------------- -------------------- ------------------------ SIN" ELY, BUILDING INSPECTION DIVISION cc: FILE Z(C CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 51 1K I9 I 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 THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ' 'I 1 ELECTRICAL FIRM: MASTER ELE TRICIAN SIGNATURE NAME _ ` ADDRESS: adlif$W 44F0 BOX BLDG.SIZE BETWEEN: RES.( APT.( ) COMM.( 1 PUBLIC( ) INDUS.( ) NEW( ! OLD ( ) REW.( ) ADDITION ( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER MPS PH W VOLT RACEWAY EXIST.SERV.SIZE i►^. AMPS PH VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•s0 AMPs. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O'1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. nvFR inn v ;�err✓all�r � � 6931 s DEPARTMENT OF 13UILDIN: CITY OF ATLANTIC BEACH PERMIT T SNa AT I C N -- --------` LOCATION INFORMATION � : 835CAVIALLA ROAD tt Number 6931r 32233TL3 , F Perm t TyleRE ROOF ------ LZ AL DESCRIPTIODESCRIPTION 1 ' of Wcrk, NEW Lot: � 810k: Section. V Constr. Type: WOOD FRAME G: fl l? . >��d t1 a°. SI OLE ;FAM3 L ' Township,: a r�llings: I ode � subdivision: , Estlmat d Value: Qa+ Q Improv. Cost; X0 .4:Q Total yeas $22. 50 A aunt $2,2 . 501 DaDF n § 1 !, Q F WITH NEW � # sm Ctl mt .ai+ -w �LF 3r 6.iAIT.J.ON Y'RYR$ •,••�•w r Name ��; r ;FERMI T- $22:.50 A : °BO7 � �x '. .� WA' E IMLACT FEE $0 .00 °��., A.0 , FLORIDA 32 2 � Ste, L�kFAC� PER� � �}.Oct f Pho nae; FS WA TAF Ca .p mF y E W � , � SEWS TAF 0 .00 AddrE� S k � �._ .'i .._.r. �k ,n.. . y..... .t}p L HYD . CLIC SHARED Li.qeh e � � � Type 1 CAFITXL I PROVE. � M1 i :SEC.N MFAO"T FEE3 C>I` L*R to q NOTICE--AlL CbNCRETE FpRMB ANti Foolrm s MUST FNEPEO"1"ED EEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT,BE PLACED IN PUB IG SPACE AND MUST BE Ct EARED'UP AND:#iAULEb AWAY BY=EITHER CONTRACTOR OR OWNER . I RE TO COMPLY WITH THE MECHANICSLIEN LAW CAN RESULT IN � 10PERTY O1i1tI+lEA PAYING TWICE FOR �UI�a31�1 i 1 AP O�EMENTS. UUeO ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT O REllOGATION FO�t, QLATIflN OF'APPLICABLE PROVISIONS OF LAW. AI3 ANTI BRACH BUILDING DEPAWMI5141 + ., CITY OF A'T'LANTIC BEIACII PERMIT APPLICATION ROOFING 1 Owner( s ) : Address: s2 L29 F}. Phone:--.,.---P-- '7z9 Lot # Block or Unit # Subdivision Contractor:� Is'�L2 D �or/N r,- Address:__ S�°✓�11�_G.._. 3, 1� Phone:_ -32d'- Z `) State License No. Describe work to be done: p � Materials to be used: Signature OWNER: � ���. Dat.e:_ Signature CONTRACTOR: s