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HomeMy WebLinkAbout337 Bella Rosa Cir (2)>i 'r RECEIVED D a AUGTY OF SANFORD ,-A 10 9 ZOW BUILDING & FIRE PREVENTION PERMIT APPLICATION Q %�li7d�,le� Application No: "� 1 Documented Construction Value: `l; r I Job Address: Historic District: Yes ❑ No 9 Parcel ID: 31 CCS C) - O 3 1 o Zoning: Description of Work: New SFt� Plan Review Contact Person: rHN 'Title: k�-,crj-r Phone: �`6� �) -t (� 03t�3 Fax:(ia it 11`EW E-mail: Property Owner Information Name Phone -,L -la --A) -V-1q — \- OCD Street: I6'3150 2to _ Resident of property? City, State Zip: C���kw�tT i Fe 33-1 ,o Contractor Information � r Mame P110 lie: Street: 1:�'5SO l�a_\yE= , 7y', rc: 210_ Fax.• ba7) A --\g- yl-kk-o City, State Zip: C�e��u c.� ,Ft_-. 33 tcso State License No.: GPC-�11 Architect/Engineer Information Nance: Phone: cno- an Street: [ax: _'�CS-0 -- City, St, Zip: 1� �a i t lL�', E-mail: CC.c�oY�ee Bonding Company: tkt- Mortgage Lender: NSA Address: % % f�;'l J`�'j jJ ��� %� Address: Building Permit E( PERMIT INFORMATION Square Footage: - '-D'a`l �p Construction 'l'ype: No. of Dwelling Units: Flood Zone: Electrical I2r New Service - No. of AMPS: <Q -C -t) Mechanical 17 Duct Iayout required for new systems) 5 � a's No. of Stories: Plumbing El/ New Construction - No. of Fixtures: Fire Spriukler/Alarin ❑ No. of licads: _ I II I I 'I ,v/ I _' 11-1 E L � I U D IL __7 I '`-- j 11 i i II I i Ic - L r r7 I I —c ter - 7G •1EL F140 677 iiiiiii l�illi�-oll����'�ll�lilli�l�l�'���iriol''i- Fill 0 SHEET DESCRIPTION SHEET No. SS CS 1 COVER SHEET FLOOR PLAN EXTERIOR ELEVATIONS ELECTRICAL PLAN HVAC PLAN FOUNDATION PLAN ROOF FRAMING PLAN _ — LINTEL DETAILS 2 3 4 ABBREVIATIONS L1 A.B. Anchor Bolt PA1.2 Fir. Sys. Floor System Rad. Radius Abv. Above F.PI. Fireplace Ref. Refrigerator A/C Air -Conditioner Ft. Foot / Feet Req'd. Required Adj. Adjustable Ftg. Footing Rrn. Room A.F.F. Above Finished Floor FX Fixed Rnd. Round A.H.U. Air Handler Unit Galy. Galvanized R/SH Rod and Shelf ALT. Alternate G.C. General Contractor SD. Smoke Detector B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft. B. F. Bifold Door G.T. Girder Truss Sh. Shelves Bk Sh Book Shelf Hdr. Header SHT Sheet Bm. Beam Hgt. Height S. L. Side Lights BOT. Bottorn HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered "Thicken Clg. Ceiling Laun. Laundry Thik'n. Col. COlumn Lay. Lavatory T.O.B. Top of Block Comp. A/C Compressor L. F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Ded. Dedicated Outlet Max Maximum M.C. Medicine Cabinet Typ_ UCL Typical Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vert. Vanity Base Vertical Disp. Disposal Dist. Distance Min Minimum M. L. Microlarn V -L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W W/ Washer With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each E.W. Each Way Opn'g. Opening Opt- Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof Ext. Exterior P. L. Parallarn Exp, Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Plt, Fit. Plate Height Fin. Fir, Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 09/02/08 1.00 NEW BASE PLAN 02/12/09 2.00 CODE UPDATE ANIS REVISION 04/20/09 2.01 FIELD WALK CHANGES 6/11/09 2.02 GENERAL CHANGES 8/10/09 2.03 FLIP BATH 2 8/10/09 3.03 ADD EXT. DOOR IN BATH 2 10/05/09 3.04 REVISE KITCHEN LIGHTING 12/02/09 3.05 A®® PORCH OPTION - ELEV. "®" 12/10/09 3.06 ENLARGE TUB DECK 01/06/10 3.07 CHG. COACH LT. SWITCH 05/06/10 3.08 A®® EXHAUST TO BATH 2 _ I II I I 'I ,v/ I _' 11-1 E L � I U D IL __7 I '`-- j 11 i i II I i Ic - L r r7 I I —c ter - 7G •1EL F140 677 iiiiiii l�illi�-oll����'�ll�lilli�l�l�'���iriol''i- Fill 0 SHEET DESCRIPTION SHEET No. SS CS 1 COVER SHEET FLOOR PLAN EXTERIOR ELEVATIONS ELECTRICAL PLAN HVAC PLAN FOUNDATION PLAN ROOF FRAMING PLAN _ — LINTEL DETAILS 2 3 4 5 6 L1 SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS -- ----- -- S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS^ PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the comrnencernent of any work. The Designer/Engineer are not responsible for any plan errors, ornissions,or misinterpretations undetected and riot reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreernent. MIRROR -� w I; I I LJJ� C? I' F o @' I' 1 �I if I MASTER BATHROOM DINING RM. BEYOND OPENING AT FOYER BATHROOM 2 I I I I WIC11 I I I OPENING AT MASTER BEDROOM FAMILY 3'-9a' DINING RM. BEYOND OPENING AT FOYER (VALUE ELEVATIONS) ALT. LAUNDRY SCALE: �P/ 5' Y r REVISION NOTES 12/17/2009: 1. 2. 3. 4. 5. 6. 7. 8. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS AIME TO BE FRAMED DOWN TO 8'-0" A.F.F. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. ALL VANITY HEIGHTS ARE 36" A.F.F. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. ALL BATHROOMS HAVE ONE MEDICINE CABINET ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 48" x 64" 50' PRODUCT LINE - 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS �J (2) - 2X6 #2 SYP W/ QD +31.9/-41.8 H 1 1/2" FLITCH PLATE CF) +29.9 / -37.8 H2 (2) - 2X8 #2 SYP W/ `H) SEE SN SHT. 1v 00 1/2" FLITCH PLATE LO v c O (2) - 2X10 #2 SYP W/ D, H3 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ vj Consultants: 1/2" FLITCH PLATE _<H H5 (2) - 1 3/4" X 11 1/4 Lou L LVL 2.0E Fb=2950 W �, aO 2 LL H6 (2) - 1 3/4" X 9 1/4" a Zig o��U z z s W t LVL 2.0E Fb=2950 W2, ❑o_ z U CD 9 IV '--i M N WN M * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" ('A+33.4 / -36.2 +33.4 / -44.8 �J +31.9/-34.7 QD +31.9/-41.8 E +29.9/ -32.8 CF) +29.9 / -37.8 Cq) SEE SN SHT. 120 MPH `H) SEE SN SHT. 111 1161� iiiliii III 1110', 00i a, I A "n, SCALE: Y4"=1'-0" If water based ceiling texture material is used, Provide %' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a rninirnurn No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic_ class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a rninirnurn 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Xz" gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsurn board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass jj x!11\1�►� ITI MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL 111171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM LIVING '1677;,S F GARAGE 428 LANAI �28� S F ENTRY EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING TOTAL SQ. FT. 2276 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R -11/R-13 KRAFT FACED NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. C a� Vsy�oht .❑ / O p Q Lm 0 ro it a (fS ¢ v C N 00 a, m Q � N 1v 00 O t` LO a LO v c O VI Affiliations: D, N•C•B D -C vj Consultants: w n W W p � U c[ C7•+ Ci � �cp � zv�c�v 5 `-' Q xzzw a a ui r Lou L *< '• "' W �, aO 2 LL LL =NCO '� �C�o�(o�!i�Ci)�•O a Zig o��U z z s W t JCCrn Sa W2, ❑o_ z U CD 9 IV '--i M N WN M Ln ,air+ M 0:3 O lnD O H ll CD d a j c'ri h 7 *� ca Ql n 0 n LL to J �► ra t�i_l J d n3 Lr) (3) toU to L O z wLL0 uz�-14n- �mzz�[Y 0 E O z> Or�O� CY) Iz-a-'cam z z Q.LI C/S J 0 ;- a v o .n /� �D `=A O r] Ov U 2g F w N i �0 ®110 J cn � Uj J �a5� U 0 Uj T -i ¢ Z w000C,� ` l— 0 Z LL U 05UzC)� �at;�0z W WW0000 1Q ¢(OJ� 9� �¢6 W �OjdQO° LL0U_z 0- < 00 7 ? a � 01 "ao��z5' z ¢a� fi U_ O~L W SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 1. 0 JOB NO: 10-1137 SHEET NO. i TnM T (1 I, II i — _ 2868 25 SH T.O.M. F.FL. ELJ cc TEXTURED FINISH 5 ---- ------------- .._._ -----L ��_� F.FL. 1A3 SH SCALE: 1/4" = T-0" N 24 SH 35 SH 25 SH TEXTURED FINISH SCALE: 1/4" = 1'-0" -- _- ----- - - - --- --------------------- 6080 SGD 35 SH HDR. C) 00 25 SH TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4" = T-0" T.O.M. �, CV N 2'-8" ELEVATION - DETAILS T.O.M. ° VENEER KEY PLAN SCALE: NTS GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF �co S.F. VENTILATION REQUIRED (%� N o v ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. T.O.P T.O.M_ Ll 1 I viii Ii ULl L� U ii ALL TRIM LINES ARE SCORED --- L J-- J '— F.FL. i ,I — T - —-- —- 16 X 7 OVERHEAD DOOR APPLIED STONE 3068 W/ 35 SH 36" X 26" TRANS. ABV. FRONT ELEVATION - C U' U E r 4 �C� .� mg •` O 6 LL CP a N ro a UCL— d 'a=+ = co �co ow 0 a (%� N o v m a� M is N a +_ O (D 1ri; OC) Z:3� U o V1 Affiliations: AN. B D C BDUIpy V1 Consultants: as w ~N j%%11I1 fil wvuL .� elf '0iW w w w wv� •ra GENu) a ti�C3 H Lt O`ZU� �+ zncsOwAZ' O` YL"L_ C y �— oQe p • ¢a��- W J S—\N q•`n Z c[ T( -ie -.` •j• 111 l`Jiaue• oa�r �r.71 Z~ tJ �j QwN(nO ..C11 11l111v W�FZo r Z = U N wow, iF U rzyw O" oars F- U) J n Lr Q U J N LL O Z U r 7 '-' m N r=0 M a) Ln O U) r__1C) 11-1 M ® N ?,--i Cl- 7LD — Q p F– M LL-< z n N = < 4-J LU -, O ru Lr) N L V) .–i 0 z o_ Who W mzz5a C) paU a Z �yq �zon�ppw C.J V O w cN CL ® J In J LuV ® W Lu d � `tZVO w a R 0 b~zmO Ld U Z CY — — Lam. Cw7w0Z9�0 �� ;¢Vr _ w 1' W a 6 10, '0 j L 0-2 i/ w d = ¢�o 0 z LU ¢ �a�,a LL i ~` LSI z _j W H 0 SCALE : AS NOTED PLOT DATE: 05/28/2010 VERSION NO. 3 mum JOB NO: 10-1137 SHEET NO. E N E R A L ELECTRICAL NOTES . Optional Overhead Service - 200A Sarno As Underground Indoor Panel 150 Or 200 Arnp Service Center Notes: unless otherwise noted, NEMA 1 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" 200 AMP AFF (general) it kitchen 44" AFF 150-2�N 10-200 A P rSerial Cable bathroom 39" AFF laundry room 36" AFF N3RA exterior waterproof 12" AFF Power Co. Foed — _-- �I #4 Solid COPPkrt Ground garage general purpose 42" AFF range 2" AFF 2. All trim plates &devices to be ganged, where passible. 3. Electrical switches to be at 42" centerline above finished floor. Intersystem Bonding 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance TenNEC 08nination Per, '150.94 5/8" Galvanized [)riven Ground with the national electric code, latest edition, by a licensed electrical contractor who shall be Mods at least s' apart responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-1 0) 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. -11- VTR 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be I' permitted if each meets the applicable UL standard. I C/O Q _ 2„ 1 10. Keep all smoke detectors minimum of 36" from bathroom doors � -, 1 + 3„ 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source I _ u and shall be equipped with a monitored battery backup. T — 3 1.5" VTRIII 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and I WC _ IiI I soffits is not acceptable. SINK _ 2" VTR - 13. All doors and windows providing direct access frorn the home to the pool shall be equipped 3 with an exit alarm complying with UL 2017 that has a minirnurn sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a r j /� [ _ 2 � L continuous audible warning when the door or window are opened.. ' DBL. _- SINKI�/ -� `� HANSON 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where_ - BOX installed within 6' if the outside edge of a sink. This would include the receptacle installed for a �.� �_- _J WC washing machine. Receptacles outlests shall not be required on a wall directly behind a range 2" Z' or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to - SHWR TUB be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I I I I WICI I I I I FAMILY ALT. LAUNDRY SCALE: 4"=1'-0" KITCHEN SINK W/ STUDOR r_ w� Orr o OJ m -- AC PAD WIP GFI DISCONNECT I ' I ALT I ' 1 AC PAD 1 1.+ NS -----r_- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. qaj 1 GFI GFIt IGF � SWITCH FOR CD DISPOSAL !. rr) I EQ. KITCHEN n' L\ ®� f �@)IGq I DEDICATED RECEPTACLE I - FOR MICROWAVE RANGE HOOD PER SPECS LIGHT AS PER SPECS NOOK SPEC 3 & 4 KITCHEN ELECTRICAL PLAN � C'7 U(J) DUPLEX CONVENIENCE OUTLET .� q) a °' DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G. F.1. r QD ® HALF -SWITCHED DUPLEX OUTLET Q) SPECIAL PURPOSE OUTLET - DUPLEX OUTLET IN FLOOR C cin rr ULo 220 VOLT OUTLET �o WALL SWITCH $3 THREE-WAY SWITCH $4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Z�J 0¢� WALL MOUNTED INCANDESCENT LIGHT FIXTURE UVuj L'N rno P RECESSED INCANDESCENT LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN wa�JO mZ L'i ('. i) °�" — N -_-ACV 00 -1 TRACK LIGHT L- }- I FLOURESCENT LIGHT FIXTURE 101 EXHAUST FAN w��zn UjQ s �u 7 u EXHAUST FAN/LIGHT COMBINATION n J U W N ELECTRIC DOOR OPERATOR (OPTIONAL) W, CHIMES (OPTIONAL) N M PUSHBUTTON SWITCH (OPTIONAL) o NEWN SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) -: TELEPHONE (OPTIONAL) _ L � TELEVISION (OPTIONAL) `J THERMOSTAT i ELECTRIC METER ELECTRIC PANEL ®- DISCONNECT SWITCH (1� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN ' CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ </ `� ROUGH -IN FOR OPT. CEILING FAN PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I I I I WICI I I I I FAMILY ALT. LAUNDRY SCALE: 4"=1'-0" KITCHEN SINK W/ STUDOR r_ w� Orr o OJ m -- AC PAD WIP GFI DISCONNECT I ' I ALT I ' 1 AC PAD 1 1.+ NS -----r_- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. qaj 1 GFI GFIt IGF � SWITCH FOR CD DISPOSAL !. rr) I EQ. KITCHEN n' L\ ®� f �@)IGq I DEDICATED RECEPTACLE I - FOR MICROWAVE RANGE HOOD PER SPECS LIGHT AS PER SPECS NOOK SPEC 3 & 4 KITCHEN ELECTRICAL PLAN � C'7 U(J) r. U a a) a� .� q) a °' a� u ry CL • `� 0 'd r QD ® a Q) CQ c 1V 2 N 4— O 0 co C cin rr ULo 6 �o Affiliations: N C�n�U C Tj Consultants: Z�J 0¢� r- 2 WZ UVuj L'N rno P W U) o� cn ,l o<B�Z t7a�i�Z SLLO$ Z Ili�9 ar w� �'•' a Q �� O wa�JO mZ L'i ('. i) °�" — N -_-ACV 00 -1 <(n2 f.7 � 0 a F- l� owi ifJ A-- (r?" 00 L FAL W D q <W 'm 4t Z O04 W O O _ ��ppLL cv � q.� LL 2F-.TWILIA •/I rm�J O =N(n O C ;BTW W C77 F- U y O'E w��zn UjQ s �u 7 u rz n J U W N D0 O J CD ,--1 N M o NEWN ® tljMf--, Q ', _ L � ru L n P L -(1 i � c[3 --I O (0 Lr) CU Ln U OZ wLLo LLI Uj W J zoo O z Z 0 a� Z t Q V Z Q r z z Z LLr-'�Z OJ ® O�Ci'UO W T=1i N u�CL C:)��"1 LU Z lD � Ch — Ln Uj 4t J � Lu O Q C!i Z QUiNc�� vC)o0� r F - NMS C) za�zz (� � Lu O n— LL1 z 0 ¢ u I- Qu�r- a�Wzr—�j LU 0LLZ< II22>;;oa U W W . 01D 1� V) V) JOza J K !2 W Q ¢ O M U— 1 t 1¢" LL ® W H SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 a 0 SOB NO: 10-1137 SHEET NO. HB AC PAD I ALT I AC PAD I L.----�J GRILL SIZE DUCT SIZE % 10X6 301 AIR FLOW — I SCALE: %a`=1'4' N a U V O N a ^ LL OY a o_ � r®'s ~ W W(D 0 a N o Vi " Q N y... O rb OD 1� U LO a o od) VI Affiliations: N C B D C ® consultants: Z � J V 4 rJUwU ZiaO ri .Z w V wH °in Oarr� �;j c�ifl Jp Ox �LLU� zcnc�p� Y 11) LIU2 wam ilw ®4�•�'LS�nC�1 Z� V) x ul qi>t U � 9 Lo , 2 0 N ]c0 � 9,2 W V QO 0 w�2oz OSNov�p z C3 C) xz ,n n J o � a v W L � 0 Z V r C) N a) Ln vmO 6 m CDQ r) L ru u- 1 N LO _N v Ln Ln NJ L_i.. 0 pz wu-0 W w m � z ®1 uaZzo0 0z-zo: � Z > <U =�zzF z r� lJt C7cp iW (D0 oto CL 0 0 cD 0 L N n G Q l V uj J A V 2 w � � r u r� ZU� aoo� o�Wo� 0 LLQ O W "� 0 F- w < O 0 Lu 2 6!W U y O LL Z Q c ' W 2 � 0 � a�Lo /jam Ln x G z 0 T -i �n.Q WW5 LL �W 20 HM SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. IL IV 3 ■ JOB NO: 10-1137 -- SHEET NO. O O a r v c w a�n LL rn � m W Q 0 4-d o — . �. c: '� N (U I- o O Q 6 d V! �� oED /R Ly ) � V C CJ a N w Q) h U Q m O VI Affiliations: I N•C•B•1) VI Consultants: �, q��tiariiaeeerro y Nu L � FL w L F., 1•+ �� , C�aCCO••. ow Lu Pd0.561 0 zOU�vizr W`�LLJ _J291 ?OO Z LIy+� /j9EC� a� U oWNv�o O W On- omN V V LL,La p m O C W pF=-L I=-z� W ;SOU Oin LL o0 ❑ON Z U '} 7 C] '--A M N Ln ;L- m i 1>. CY7 H M C7 o ciMn L N L �J 0) M J LU J p � Lr) (1) U) U Lf7 .-1 1� L O Z '''' ii 1U W L O W Z F-• m L W G - HbJ)<O ' zr<zOUaQ Tff 2: Lu Z O � � J c ® aa�L40 o=v~W v L 0 z U aoz ® LU C2Ew J Al U') ) LU J ® W O .. 0zuo W L1UO .2 � r��zmU� 1Ozz U�\ ■ l �Q LU 0<R 20 -j ¢ rr ¢ JJ u F 0 ¢ 6 Lij ® 0 2-> K U d ( l ' � W W O LL Z Q < W 0 O 1 LLd �•�/ O M d 1.4 W ¢ <CL LL O ®� LL SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 w JOB NO: 10-1137 SHEET NO. 20 a r N r 00 r 7f r 0 TYP, U.N.O. A S3 TYP. U.N.O. 1,xv, J5 TYP. A U.N.O. 10'8" 1A 0 11 EJ7 II a 12' 17'4" � TYP. A) U.N.O. O � , ,� , 2B------------------- DROPPED UT—TOPS,—OF HIP; FUR A FRAMING (GIRDER NOT DROPPED) O.C. �L W N 1B 9 DROPPED FLAT (OPS OF HIPS FOR FRAMING (GIRpER NOT DROPPED) ODD SPACE A/H z 1K 1L DROPPED FLAT TOPS Of HIP;FOR 11 P-411 CLG FRAMING (GIRDER NOT DROPPED) 1M 5 TYP. @ LOW D1 ROOF ENTRY A _ _ = 1N U.N.O. — — — — — L G TYP. @ HIGH ROOF ENTRY10 ODD SPAG • — 1P — Q \ — _ _ = S4 S4 D1 — SIM. U \ - 4 4 = = D 1 cW» II II D1 A EJ7 4B A TYP. U.N.O. 4 S5 SIM. @ 1 BRACING S5 6 D1 20'8" 5'8" 13'8" 40' C CJ CJ w n ` TYP. U.N.O. A S3 TYP. U.N.O. F_ O r 9 N r N_ r 00 r I F_ d- M UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYF' SPF SYF' SPF A HETA20 '1810 VI Affiliations _10d x 1..1/2" HTA20 1615 1585 10 - 10d x l_1/2."_ B _ C -._ D HETA16 1810 ������■ISI■ _9 9 - 10d x 1 1/2 10-8d HTA16 1615 1585 10 - 10d x 1 1/2"_ H2.5A 600 535 RT7A 670 _ 650_ _ - - _ 475 1120 10 - 8d X 1 1/2" H3 455 320 8 - 8d R -f3 550 8 - 8d X 1 1/2" E META20 t45Q _ -7.- 10d x 1 1/2"__ 12 - 10d x 1 1/2" HTA20-18 1200 10 - 10d X 1 1/2" F HHETA20 2235 It G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1030 9-10d X 1 1/2"&-10d H J_ MTT28B 4455 4455 5260 24 - 16d MTS27B 4685 4029 24 -16d 32-16d HTT22 5260 32__16d SINKERS HTT22 5370 4618 _K L _L1D2A ` HQ5A_=_ HD A * 2775 257 _ 5/8" DIA. BOLTS TD2_ 3435 4180 2954 ' - 5/8" DIA. BOLTS 3705 3130 3/4" DIA. BOLTS _ TD5 _ 3594-1 ____ 5779 440/695 2- 3/4" DIA. BOLTS M 4405 3680 7/8" DIA. BOLTS TD6 6655 3 - 3/4" DIA. BOLTS N LOS26 1165/1115'-, 780/875 "* 8 - 10d x 3" JUS26 510/740 8 - 10d P HLIS26 1550/3325 "" 1550/2540 - _ 20 - 16d x 3 1/2" _ THD26 TFID28 1875/3040_ 2330/3965 1580/2365 Q HUS28 220/5970 "` 2705/4510- _ 30 - 16d x 3 1/2" 2015/3430 14-10d __- MTS12 1000 860 14 - 10d x 1 1/2" MTW 12 1195 905 - S MTS16 1000 860 14 - 10d x 1 1/2" M-FW16 1195 905 14-tUd T MTS20 1000 860 14 - 1 O x 1 1/2" _ MTW20 1195 __ gQ� 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY 14-10d U MGT/MUGT 3140 3140 , < V LGT2 2050 1785 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 2260 1945 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LLmLL 1 a 0 LU > 0 0 "X" HTS 20 1450 1245 24-1Ud X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" PLOT DATE : 05/28/2010 SP1 _- 585 535 10 - 10d SPT22 715 8- 10d SP2 1065 605 12 - 10d SPT24 895 10 - 10d H P2 605 520 12-10d X 1 1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B)TRUSS "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (`") INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN C SCALE: %4"=1'-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY ,ARRIER OR 2 PLY CARRIER—J (A) / 2 x CONT LEDGER o 4 c m� v r 2) o .z y 0 4-J — fCS <t v � = O 00 0 a v aJ co O N y_.. O It U4 ICU�� o cin VI Affiliations �„„N L1 C B L C - Do I� �I ������■ISI■ _�;. uu) .�� , N �' q✓�i' Lu VJ w W 4b Y cosi YJi r J Fl �Y� 9 00 Y z z•ztl,4ry Q �w cn .i■I■I■I■I■I■I■I■I■I �h4 Ww 0 2,�-o 14 00 LC) u��`s �I I �I I■I■I■I■I■I■I�I�I�I�I ■ISI■I■I■I■I■I■I CL Who ❑ O c� I■ISI■I I C7 t --I M t Q U) CD U) � O C) aj rMe) o Q >_ -2 Q� i d- I- - ro a- N L � +-a -c— 4-J W uj O ca Lh Q) Ln `v Ln ri It "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (`") INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN C SCALE: %4"=1'-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY ,ARRIER OR 2 PLY CARRIER—J (A) / 2 x CONT LEDGER o 4 c m� v r 2) o .z y 0 4-J — fCS <t v � = O 00 0 a v aJ co O N y_.. O 70 y W U4 ICU�� o cin VI Affiliations �„„N L1 C B L C - Do P; VI Consultants: z� o� o¢? w %j%1III1jj a V V e <, i iJ ✓ N� L �,.. a � uu) .�� , N �' q✓�i' Lu VJ w W 4b Y cosi YJi r J Fl �Y� 9 00 Y z z•ztl,4ry Q �w cn g E..p WZ) V, s Kw,( T •� ' n s em • �h4 Ww 0 2,�-o 14 00 LC) u��`s wZH K�V =z� 0,- ~O~}C n 9) CL Who ❑ O c� Z U C7 t --I M (� m Q U) CD U) � O C) aj rMe) o Q >_ -2 Q� i d- I- - ro a- N L � +-a -c— 4-J W uj O ca Lh Q) Ln `v Ln ri o0 Who L1J F- uj J -;t: V) U a z} z > � 0 Z TL�z u z q a W } /� Ca CL Z) U CD O �� O V o U ci OzU ® J �t~w LI) l� L J c:) J a WaQ� azure Lu oo2Q o z O00 16z V H z WWE) LLJ 0 (8 J WT__jo¢¢¢ LL O W K O � lA✓J , < W W o LL Z � a < LL V) Xao oz Ra <� LLmLL 1 a 0 LU > 0 0 1 f" _j SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 muo JOB No: 10-1137 SHEET NO. U pj a N .® N O � O ^ O O a N a o CL — ro Q � ~ OD a Q) O d tlr in T) i2 C� �v Qj N V 4- 0 o 73 coo c N U) n U � �a yj Affiliations: N•C•B-1)•C Mr 1�41� At Q) Tj Consultants: wW U � +: ry �' 44;'awq�- cr U- cj N�. 561 U CJ YVLL�L [I LLOJ Uj,LU ILLUJ,t VS O,F O O LLM� qoap 0N2J '�ccr): W L "j w 20 LU O r L = Q Z W F a yi .K r V)o Q. Z U W 0 00.._ N N M v Ln c� O :3 ' V)Q0 Q Q C) (, M •L (U 1 I' O •N Z Q1 M -1 w LU ,I C) (� Lr) () Ln U Ln L O z LU iY O w W U0 oo� zp�0 Z i U L S L W ~ z vzp cw) aw O T ciio"�LLL✓✓✓?Up O w N O Z06 a O kD Lq) 1.0 ry Uj O J LU � Ly C, Vd O t LU W zo a V U O C O ~ ao `z Lu @, to LU a , 0, Or - 0 p 2: LU i W"0U—z Z. � OraoL Or CK LL V'`"0za ®LL ac��w ¢LU w Z� ® _`5 Z a .� SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 JOB NO: 10-1137 SHEET NO. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORS ['LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. 1. 1. 1, ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". ACI ASCE 51TMS 402-05 6/TMS 602-05 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE SPECIFFIOCATIONS FOR MASO RY STIRUCTURESSCE 3,000 Psi 3,122 Ksi 1.1.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2.4. 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCOMPANYING SUPPLEMENTS. 4.1.5. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF (INCLUDING 2009 SUPPLEMENT). ® 1. 1, 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN 4. '1.6. DESIGN COVER REQUIREMENTS: INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 4.3. CONCRETE MASONRY: 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 4.3.2. GI -P CONCRETE EXPOSED TO EXTERIOR: TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL O� 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. 1. 7. 1,2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) SPECIFICATIONS FOR MASONRY STRUCTURES. CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 1.2.3. ASTM 0270-01a, 0476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2. CONCRETE: 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL i-" > LL. ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi ACCOMPANYING SUPPLEMENTS. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 4.4.2. 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 4.4.4. 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS GREATER SECTION PROPERTIES. 4.4.5. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM L PRESSURE TREATING. RETE I GR SSU CONTACT WITH CONCRETE S TO RECEIVE A STANDARD ADE THE ENGINEER OF RECORD. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN THE COMMENCEMENT OF CONSTRUCTION. SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. 1. DEAD LOADS: z ~ Z W 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF AND TIE DOWNS: 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF C 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi 2.1.4. IST FLOOR SUPERIMPOSED LOAD: 20 PSF �KQzO 2.1.5. UNIT WEIGH r OF 2x4 PARTITION WALLS: 11 PSF MACHINE BOLTS: GALVANIZED ASTM A307-03 2.1.6. UNIT WEIGH r OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS 2.1.8. TILE ROOF 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR TOP CHORD : 15 PSF APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER BOTTOM CHORD: 10 PSF 4.5.5. 2.1.9. SHINGLE ROOF FOR IN THE PLANS ARE A MINIMUM. 4.5.6. TOP CHORD : 7 PSF STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND BOTTOM CHORD: 10 PSF SPECIFICATIONS. 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.'2.'1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 2.2.2. GARAGE LOADS: 40 PSF 4.6. MICRO -LAM 2.2.3. PARTITIONED ROOMS: 40 PSF MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. q Z d 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF Ft= 1,850 PSI 2.2.6. Fc = 500 PSI (PERPENDICULAR) ( ✓ 2.2.7, FLOOR TRUSS Fv = 285 PSI 4.7.1. TOP CHORD MINIMUM: 40 PSF LU W p 0 ar--LQJY�'Qc� 2.2.8. ROOF TRUSS FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. TOP CHORD MINIMUM: 20 PSF STEEL FOR BUILDINGS". BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 4.7.5. 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE DIRECTION ON THE RAILING. THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A Q �¢ SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD ELEMENTS ARE IN PLACE. 4.8.1. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS ® HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 4.8.3. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH TERMITE PROTECTION - SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: VERSION NO. 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, substantiates the proposed method, is an approved termite protection system or method. AND CONDUCTED BASED ON A 120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING; 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORS ['LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi CONCRETE'TYPE 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". DESIGN (rc) DESIGN (E) 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 0-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 3,000 Psi 3,122 Ksi 4.2.4. FACE OF THE CONCRETE. 4. 2. 5. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED _ 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ ® RECORD. 4.2.7. 4. '1.6. DESIGN COVER REQUIREMENTS: ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: C -I -P CONCRETE FORMED AGAINST EARTH: g" 4.3.2. GI -P CONCRETE EXPOSED TO EXTERIOR: 2" NON -MOISTURE CONTROLLED. C -I -P CONCRETE NOT EXPOSED: ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL O� GROUT FILLED MASONRY: IYl 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A185-01 h 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) 0 O CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. ACI 530-5 (MASONRY STRUCTURES) MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.2. CONCRETE: 4.4.1.1. 4.2.1. STRUCTURAL NOTES 4.2.2. MODULES OF CONCRETE'TYPE MIN. 28 DAY ELASTICITY � ro G Y� DESIGN (rc) DESIGN (E) C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi 0-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP �q) p O BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL � ro G Y� CRITERIA. 4.2, 3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX E 00 WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR m ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : _ 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ ® CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL o i l llt,,� ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM 090-03, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL O� STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE 0 O CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, tb = 675 PSI, E = 1200 Ksi i-" > LL. ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, ..J STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS Ln mi SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN L PRESSURE TREATING. RETE I GR SSU CONTACT WITH CONCRETE S TO RECEIVE A STANDARD ADE 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE Oz Lu LL O MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN z a z SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST Z�-<UZ¢ 2 w 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 z ~ Z W PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: C SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi O � w N ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi �KQzO HIGH STRENGTH BOLTS: ASTM A325-94 C MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED IX BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI q Z d Fb = 2,950 PSI Ft= 1,850 PSI vC100� �0Z., � Fc = 500 PSI (PERPENDICULAR) ( ✓ Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED LU W p 0 ar--LQJY�'Qc� STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE O w a THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT Q �¢ SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS ® R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT AS NOTED Soil Chemical Barrier Method VERSION NO. Other treatment - Must specify proposed method and submit documentation, which JOB NO: 10-1137 substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "Apermanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRO R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed, 7. FRO R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must 6e of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC 8320.1.5 - Ancrete overpour pnd mortar along the foundation perimeter must be remove efore exterior soil treatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 - All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. STRUCTURAL NOTES NOTE BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -CUR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED TREATED T PORTIONS OF WOOD ARE REQUIRED TO BE FIELD0 PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS LONGER PRODUCED AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO 0 G ER BE 0 UGED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW T PRESSURtiTREATED WQODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY 0 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE 8308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (I5'24MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(61UMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 1 l . GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)/2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 90 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT H R 00 EM FI WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. v ) �q) p O u U) ��� � ro G Y� +=i ro¢ Q � = M .� '� N �� E 00 Q v o11 m M r7 c_u m V LD a Oo 00 ULo Ir v, o ® Affiliations: N•C f T', _ 41 ® p yj Consultants: o i l llt,,� �����il W ''q �-L A BRO Gjr der C, wa cc u� y • ` ,�jf� �uiW • 2 U Y0. 0• ❑ J ts ro w�¢wmu�1 D W M0<0 Joz s � W W p O - l LO 0,. t 1� 1 d� O io W W W ✓ ,U O� O a cn -(n JO) W LULLo W C N Z O Q N (h 0 O > r. C vmrte• T-•1 O L n i-" > LL. t�1 tCf W ..J J O m In W U') U Ln mi L Oz Lu LL O LU z a z Hi- z0O OZz0ao� Z�-<UZ¢ 2 w z ~ Z W ce r U O u) C O � w N �KQzO C W a w ,y J r kD V) to LIA Im ® LU O 4/1 LLJ q Z d vC100� �0Z., � �. ( ✓ 0 LU zO.�- Zz Q LLA 0 LU W p 0 ar--LQJY�'Qc� tr-O�i �¢ f, Val ,o Q Olm O w a U. Q �¢ ZQ ® J Z F---1 CL SCALE AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 108 JOB NO: 10-1137 SHEET NO. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS' 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" U.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" U.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" 15'-4" (3) 16d TOENAILS (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 24" U.C. * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). "" SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE ,--PRE-FAB CHIMNEY CAP �, RIDGE LINE �w COMPONENT & CLADDING DESIGN PRESSURE USP STRUCTURAL CONNECTORS (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF UFLIFT CAPACrrY WALL TRIBUTARY AREA (ft') ZONE 1 ZONE 2 ZONE 3 ZONE 4 UPLIFT CAPACITY ZONE 5 t0 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 1585 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 590 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 18-16d & (1) 5/8" A.B. -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 HTT22 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY 1850 BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 16-1 Od & 5-1/4"x3" Wedge bolts 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT 21.50 COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 -- 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING LTS 19 SURFACES 1195* UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTTOR UFLIFT CAPACrrY LATERAL CAPAC[FY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FA.3rENE2s (S.Y.P. #2) (S.P.F.) (S.Y.P. t/2) (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1615 1585 590 10-1 Od x 1 1/2" META16 1450 1247 335 7-1 Od x 1 1/2" HTA20 1615 '1585 590 10-1 Od x 1 1/2" M ETA20 '14.50 '1247 335_ 7-1 Od x '1 1/2" HTT16 42901 3689* -- 18-16d & (1) 5/8" A.B. HTT16 4175" 3695" --18-'16d & (1) 5/8" AT HTT22 5370* 4618* -- 32-16c1 & (1) 5/8' A. B. HTT22 5260" .5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 -- 16-1 Od & 5-1/4"x3" Wedge bolts LG -f2 21.50 '1850 -- 16-16d Sinkers & 7- 1/4"x2,114" "fiten LTS 19 13901 1195* -- 8-1 Od & (1) 3/4" A.B. L•IT19 13501 1305*8-164 -- Sinkers & (1) 3/4" ATR L-Ff131 2825'` 2429* VI Affiliations: 18-10d x 1 1/2" & (1) 5/8" A.B. LTT131 2310" 2310" -- 18-10d x 1 1/2" & ('1) 5/8" ATR 1*1 Consultants: FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 '10-8d x 1 1/2" H2.5 415 365 150 10-84 x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 -1/2- RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-1 Od SPT22 725 623 260 8-10d SP1 585 535 -- 10-1Od SPT24 1085 933 260 12-1 Od SP2 1065 605 -- 12-1 Od SPT4 1075 924 -- 6-1 Od x 1 1/2" SP4 885 760 -- 6-1 Od x 1 1/2" SPTH4 2150 1849 -- 12-1 Od x 1 1/2" SPH4 1360 '1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 -- 22-10d & (1) 5/8" ATR 1UGT2 2260 1956 440 32-10d MGT 3965 3330 - 22-10d & (1) 5/8" ATR LGT2 2050 1785 -- 30-16d Sinkers HTW20 1530 1325 95 20-1 Od HTS20 1450 1245 -- 20-1 Od LSTA18 1235 1110 -- '14-1 Od -LS TA18 1235 1165 -- 14-1 Od LSTA24 1235 1235 -- 16-10d LSTA24 1235 1235 - 18-1Od LSTA30 1640 1640 -- 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 '1640 1640 -- 22-10d LSTA36 1640 1 1640 -- 24-'1Od HUNG APPLICATIONS HUNG APPLICATIONS HUS26 '1925 '1655 -- 20-16d HUS26 1.550 '1550 -- 20-16d THDH26-2 2235 1935 - 28-'16d HGUS26-2 232.5 199.5 -- 28-16d HUS28 2570 2210 -- 30-16d HUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 -- 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. + r F I I Po I IT+ 6' 0" +0' (TYP.) I F SLOPE --rte L_ LI: [L -US -PR J CRICKET A CD rnrn v+ -,,--PR ryW1 Ln � !4J ❑ Ca.; � \-2"X rT l.0 _ + LU + r + U (D T I F -r T A 0J i FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. --EXTERIOR FINISH ' --PRE-FAB CHIMNEY > zBLOCKING @ MID POINT (015/32" CDx 1C �¢ L- --:) WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR ? o / 7/16" OSB IN HEIGHT = r - z �. p o GALV. METAL -- x-1/2" SHEATHING OR U.S.B. a- 1: o FLASHING- \ F5 Ni RIDGE LINE z O ¢ -2"x4" STUDS @ 16" O.C. MAX. o z s 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE N e T 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & '\ 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE ` GALV. MTL. FLASHING i � T 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 CRICKET OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH \ TRUSS TOP CHORD 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH ' FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED , �� NOTE: USP HTW20 @ EA. CORNER 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. DOUBLE 2"x4" BLOCKING 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS SECTION °A -All w/ 1/2" PLYWOOD FLITCH OF A LESSER GRADE OF LUMBER CONTRALTO R MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. SCALE: 314"=1'-0" ATTACH TO TRU USP � � MP -34 A MUGT15 TYP. GIRDER TRUSS 0 „ 2X TOP PLATE 5/8" 0 THRU - --_ BOLTS 2 X B.U.0 USP MUGT15 TYP. l' a P HTW20 @ EA. CORNER E -ENGINEERED WOOD TRUSSES E -FAB CHIMNEY ASSEMBLY A 4"@ '16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD, 90° HOOK BOND BEAM �`� w -� 'r- � I i CONT. # CONT. #5 > STD. 90 � -- ��- � 5 HOOK - - - _ BAR BAR � II III 1 t� #5 CONT. l -r - - - -- --- - _ FROM FOUNDATION r JI_ TO HIGHEST Ili ' HTA 20-18 /HTA 20 BUND BEAM INSTALLATION ATIO N MID SPAN BOND BEAM STEP SCALE: N.T.S. LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING Y, I, --'' 16-8d x1 1/2" NAILS ' \ UPLIFT = 1030# ` I TYPICAL RT16 INSTALLATION _ 4" MIN. EMBEDMENT - ---- -- SEE SCHEDULE FOR ° SIZE AND QUANTITY OF FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION F Po BLOCKING SSES w/ USP NGLE TYPICAL r-. . F SLOPE --rte L_ LI: [L -US -PR J CRICKET A CD rnrn v+ -,,--PR ryW1 Ln � !4J ❑ Ca.; � \-2"X P HTW20 @ EA. CORNER E -ENGINEERED WOOD TRUSSES E -FAB CHIMNEY ASSEMBLY A 4"@ '16" O.C. MAX. 2"x4" BLOCKING w/ PLYWOOD FLITCH TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD, 90° HOOK BOND BEAM �`� w -� 'r- � I i CONT. # CONT. #5 > STD. 90 � -- ��- � 5 HOOK - - - _ BAR BAR � II III 1 t� #5 CONT. l -r - - - -- --- - _ FROM FOUNDATION r JI_ TO HIGHEST Ili ' HTA 20-18 /HTA 20 BUND BEAM INSTALLATION ATIO N MID SPAN BOND BEAM STEP SCALE: N.T.S. LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING Y, I, --'' 16-8d x1 1/2" NAILS ' \ UPLIFT = 1030# ` I TYPICAL RT16 INSTALLATION _ 4" MIN. EMBEDMENT - ---- -- SEE SCHEDULE FOR ° SIZE AND QUANTITY OF FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION � J �a65U U oa W V)ui w ,� a ajd.4 A vL � - g = wtiG®r w ° ° 2 . CV C7F-pp 4 u ��R' F-•+ W U [Y Z -- , w °L � •a Cy wCaLL� F LL w U. _ d Po fn r-. . a LI: [L UO(V zU CD rnrn v+ O LL q ryW1 Ln � !4J ❑ Ca.; � a- l.0 ¢� p II LU 44Z U (D 4 ®. A Q N _o 7 _LI 0 a _U 1z r9 1I� O co co 7- 0 Q �q bJ 0 M L.L f-. ( 0 U ) a ;CALE u-, rn o AS NOTED VI Affiliations: a Al )f, a 1*1 Consultants: � J �a65U U oa W V)ui w ,� a ajd.4 A vL � - g = wtiG®r w ° ° 2 . CV C7F-pp 4 u ��R' F-•+ W U [Y Z -- , w °L � •a Cy wCaLL� F LL w U. _ d wok' �J CC LI: [L UO(V zU L OZ WU� m W Z H H O V, ozroa Z < Q_ � T W o � w � aN L)O U OF aoz J WW �,u P � V) d z U (-1 w 0 O O P�(A 0OOc[ z O LLJ Q9 z � a 0dLLJ LL(4i�0 a W z O Q a (naQWa caLU aF� 'LOT DATE: 05/28/2010 'ERSION NO. 3.08 OB N0: -10-1137 HEET NO, SN 1 CD CD l0 Ln M l.0 LU 44Z A _LI 0 ko _U M0-1 1I� M L.L 0 � a ;CALE AS NOTED L OZ WU� m W Z H H O V, ozroa Z < Q_ � T W o � w � aN L)O U OF aoz J WW �,u P � V) d z U (-1 w 0 O O P�(A 0OOc[ z O LLJ Q9 z � a 0dLLJ LL(4i�0 a W z O Q a (naQWa caLU aF� 'LOT DATE: 05/28/2010 'ERSION NO. 3.08 OB N0: -10-1137 HEET NO, SN 1 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. PRE ENGINEERED WOOD - TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH / 518"OR 1/2" HIGH STRENGTH - � TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH � -, TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (TYP.} VARIES TRUSS (SEE UPLIFT SCHED.) W METAL PL. UNDER EA. TRUSS (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT z\ MOISTURE BARRIER ABOVE) INSULATION BAFFLE- ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 7/16" O.S.B. MIN. SEE ROOF TOP PLATE NAILING SCHEDULE ON SHT. 8"x8"x16" NOMINAL BLOCK WITH _ 3/8" MORTAR BETWEEN COURSES USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SNI -� ELEV. VARIES - CONNECTOR r CONNECTOR 5/8" OR STREN BOARD GYP. W/A HA ABOVE SCRE CEILING INSULA CHART PLAN 1 x2 P.T NAILER TYPE WS@7"O.C. STD. 90 1x2 PT 1/2" GY b/ (n I w _o a a' w (nt! rn Q a� 1/2" HIGH) _ CL ¢� 4- 0 0 O rl GTH CEILING (� v �_ M N a a}.• O O it 00 o^ U <n o PER CODE (OR 5/8" Tj Affiliations: "X" @ GARAGE BITABLE ROOM z,_i o z `,x'11131!/!1 o v v ,��� a� U�,'i t tj 12" .N.O. , W/DRYWALL LL sl�e6fi � o�� <-.3 i 2Ioor= "LF "LLL ,�• Krj tt t� 'Z z•'� `o�, 2 O W z ���LL z°LL 1ow"inO LL, ulo- �VF-O aiU� z v � u,o���v Fzr U , ¢, & 8" O.C. WALLS ED zi N C7 TION PER (M Z Ln c� O t3 6 ON FLOOR r) N m n - HORIZONTAL 1 l �. Z c- fu _J WLLI _a) � V mi l 'HOOK (SEE DETAIL) WD FURRING @ 24" 0 PSUM WALLBOARD am _ 112" CDX PLYWOOD OR 7/16" O.S.B. - ALUMINUM DRIP _ _ _-_--___- _ SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW - BLOCKING @MID OGT. FOR WALL EDGE 1 EXTERIOR OR SHEAR WALLS AS - HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-66 (2) ROWS 2x BLOCKING @ 3rd PTS ALUMINUM FASCIA INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ l INSULATION PER CHART ON FLOOR PLAN 2x SUB FASCIA L.____-__ _ _ __ -- - --- - INSULATION PER CHART ON FLOOR PLAN 1 4" O.C. @ BOUNDARIES, 6" O.C. @ - 12" VENTILATED 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 8"x4"x16" NOMINAL - USP SPT22 CONNECTOR ° USP SPT22 CONNECTOR SOFFIT BLOCK WITH 3/8" SLAB & BLOCK -_ -1 _ - _ - - --- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8' x 10"'J BOLT @ " I MORTAR BETWEEN - 2"°x3/16" PLATE WASHER(TYP.)2"°x3/16" PLATE WASHER (TYP.) 8"x8"X16" KNOCK OUT ALT: 1/2"x12" TITEN HD 24" COURSES CUT TO ISI I,' I r- ALT: 1/2"x12" TITEN HD 24" - 2x P.T. BOTTOM PLATE ( @ � � 2x P.T. BOTTOM PLATE BLOCK W/ 1#5 CONT. SLOPE. ``' " ( @ O.C. OR 5/8"x10' WEDGE ANCHOR FILLED SOLID W/GROUT _ __ _ __ _ V. 0-0 O.C.OR 518"x10' WEDGE ANCHOR 2 iF W1 4 4 0 . - -- -1 - „ tt v x6FW1.4x 2 6xGW14xW14 ELEV. -0'-4 112" _�_ -� -- A.F.F. @ 24" O.C.) ', WW OR FIBERMESH @ 3)112" MIN. 2"' WWF OR FIBERMESH 8 C.M.U. TYPICAL 2 31/2 MIN. t j- —� A.F.F. a a ELEV. -0'-3 112" rte I- 0 13 P 1 AFF �--� b �_rn- m=rn D frrl=rn=rrl-I IL ° I _ = I 1 ' �1=-III=III=III= 31/2"(m n.)- 4° TYPE "S" MORTAR n 2x4 CONT. = 1:E °�, ; -III-� I1 '31/2"(min.)- 4" = Z - - = ° ((� - - - a o - f` -rn-li i-rri-r P -I I -III. =rri-rri-.-rn-r . * I� -III-III- _ Ed 1/2"(min.)_4" I1=1 I I- I � � ' �� I I1 III ill /- 3 1/L'(min.) -4" -III=III- _ f1= I I I- I I I 11- GARAGE DEPTH VARIES -tri=III=rr rn-Irl-rr�=rr =III= -_I I=fti=rll-r I- rrlm-rri-r hI I = 1- -I I L -III- III=1 I I -III -III -III -III- I I' =I I_I _III=1 I I -III -III- I I I=1 I I; 1' ARCHITECTURAL -! —- �• - ' I- - - - _ _ -III= ' 11- I=1 I=1 I I=1 I I=III=1 I=1 11- FINISH �� --I l „ III 111 „111 i (2) #5 CONT. (2) #5 CONT. 4.. 1 �_4,t 8' 4.. �� t 4t, 8.. U.N.O. MIN. (1) #5 VERT. IN FILL U.N.O. MIN. CELLS (SEE TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rc U.N.O. GARAGE SLA AT STEP B FOUNDATION PLAN _ FOR LOCATIONS) SCALE: 3/4"=1'-0" "3,) "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" 53 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH - AT GARAGE CONTRACTOR �es�"'vws FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB �' Gv _ vn MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C LU 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND _ W1,4XW1.4 WWF OR = t 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. - ` �o V � c�N��N ('1) ROW 2x BLOCKING @MID HGT. "FIBERMESH" `�' DECO FINISH 4 to 6" (2) ROWS OF 2x BLOCKING i FGR WALL HGT. s 8'-6". 2 LOAD BEARING OR R @ 2x STUDS @ 16" 0/C ( ) BELOW GRADE 8" C.M.U. EXTERIOR WALL `' THIRD POINTS i '- , ... ... • •• - ' • � INSULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR - FOR WALL HGT.BLOCKING @ 3rd PTS ROW -v :" "-- -' :- :;; '•' z 1"x P.T. STUD ADDITIONAL INFORMATION n 00 - / 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 1l'1" GYP. WB MIN. GARAGE rrl-rrr=rrr_ _rr ° allM z - #5 VERT. IN FILLED CELL (MIN.) @ �, _ - LAYERS W/ TOTAL THICKNESS 7/8" OVER u- , �^ SEE CC/S3 OR N METAL LATH FIRST 2 LAYERS 3l8" THICK CONTINUOUS TO FOOTER BELOW HOOK DETAIL CONNECTOR SIDE IF APPLICABLE. III- .D =III=I G/S3 FOR ANCHOR \ 5/8 x 10' 'J" BOLT @ 24 O/C W/ 2"'X 3/16 - ICK EACH. USP SPT22 W 90 IL 6 MIL VAPOR ° I � • • • � 518"x6" "J" BOLTS BOLT �- 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8""' EXPANSION BOLT @24 " O.C. BARRIER_ ; . 4 BOLT INFO. PLATE WASHER TYPICAL 2x P.T. PLATE III D -III - @ 24 O.C. VERT. OR { W/ 7" EMBEDMENT (MIN. SHEAR -I I c • III= "' (IF NO UP LIFT ON SP SPT22 @ EA. STUD - ° I 5/8' x 6 EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB WI SPACE ANCHOR 3500#, MIN. TENSION 26009) COMP. SOIL. III- —rr� r -i WALL SEE GG/S3) E (COMPACTED TO 95% =1 I I I =III=III- 11= (6) 1/4 x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 1 MODIFIED PROCTOR III_ III- 111=111-11 - 111 *USP SPT22 TYP. SPACED EVENLY ` a - - FIBERMESH BAR _ , END OF 2 x PLATE --� WWF OR FIBERMESH ASTM D1557 WEEP SCREED INSTALLED _ w D , _- ° I c� % PER MANUF. w MIN. CLR. r 2x P.T. PLATE Mw. F -40ksi o 3 ASSUMED FINISHED __ -#3 OR #4 REINFORCING BAR p C�- (2) #5 REBAR CONT. _� ° • . J r Irnl rnl rrr p, rr=rr - ° ' Z #3 & #4 LAP SPLICE � -11 STD. 90 HOOK (SEE p' p p' p � GRADE cv II � -? ___..._--::- -p—•---..:.,._:. • � .� ON 3" CHAIRS TYP. 4" 1 -4 DETAIL) FINISH GRADE L 25" MIN. LAP � I 1111=III-1 I I IIT � : III 111=1 11=111 U.N.O. MONO OR STEMWALL ° rri=- I In j— wIIII 11=III=IIII g — i I_ — _ _ _ — — FOOTING MONO SHOWN III=1 I =III>. fir=- w= - TYPICAL WALL SECTION A �. u �. _._ °° 6 MIL VAPOR BARRIER III III o a• 11=1 ��-111=111-rr z s R 17/8 I i IIII III III -III_ FOR CLARITY r_-__--- -III I I I --I I1=1 I I -I I I-, - #5 REINFORCING BAR -' I_I I I=1 11=1 I I=III III=III 111- .' ° v. 1=1 I 1-I I I--III-111=III- I _ =_-= — 2) #5 CONT.- ON ONT SCALE: 3/4" = V-0" S3 y �• I ° °' . III -III-I I i -III -III -III- �_ III III I II I II I II I I �(jl I II II I I� #5 LAP SPLICE r : I-III=III=III=111=III=� III G a ! =III �I I I=III-� I' 36" MIN. LAP ON 3" CHAIRS 8„ 1' 4„ $„ NOTE. g _III=III=III=III=III=1 = �+ COMP SOIL. COMPACTED TO -I r--rl���r=rrl- I - -- (TYP.) "FOR BEARING WALL j=III � � -III-=III-III=' '- � - _ _ _ -_ (1) ROW 2x BLOCKING @MID - III I I_I I- 95% MODIFIED PROCTOR ASTM �- I I=1I I-III=111= I -III=III .I ---------- IV' _ W/ UPLIFT ONLY - - - -- - - - - - - ;rl=rl - - - - HGT. FOR WALL HGT. 8' 6'. (2) III=11 I_._I I I -III -III -1 I I=1=1 I=1 I-1 I=III=1 I=1=1=IIII .III D1557) I ,III, I I I ,III III I I �� I I. _-- #6 REINFORCING BAR #5 STD. 90 HOOK II, 2x #2 SPF STUDS — =III==111-III=II I=III=III=I=I=I I=ITI-ITI=-ITI=1 1=ITI_ 4° 1' 4" TYPICAL INTERIOR BEARING @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS -, 1-I I_I I I--11 ; 111 i11i I� 1 1 I 11-f I L-,111-1 1- #6 LAP SPLICE 16d TOENAILS T & B FOR WALL HGT. % 8'-6' . FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. 53 SCALE: 3/4"=1'-0" rJ3 APPLICABLE. SEE TYP. WALL SECTION FOR ADDITIONAL S3 "3,) 1/4" DIA. X 31/4" TAPCONS @ 24" OIC & SLAB INFORMATION. SLAB INFORMATION. 2x P.T. PLATE @ 6' MAX FROM END OF 2 x PLATE E 2 #5 CUNT. ON 3" 6x6W1.4xW1.4 O 6x6W1.4xW1.4 WWF OR FIBERMESH CHAIRS (TYP.) WWF OR FIBERMESH `Y' 3 1/2"(rain.)- 4" _ ° v 1 GRADE -1 I I=1 I I III=1 ki': III J 00 I III -III -III -III -I I i III -III _II - �I I=III=III=III 1I' I I 1=1 11=1 I I -III -1 III- " I -III -III -III -III I I I I I 1=1 III -I 1=1 I I -I 11- ''=1 11-1 I I 1=11�L rl=r�l 11=1I1= -1I 1=1 11-1 11= 11= 11=1 11= 11=1 11=1 11=1 1. -1 I I: III -III -III -I 11= III -I I C III -I i'" 1 a' 1118 '-III,_, IIII�IIIII��II11111111��111„III=1'° MIN. P.T. 2x -- -1/2” GYP. BD. TYPICAL INTERIOR BEARING TYPICAL THICKENED SLAB EDGE L 2„ / HOLD GYP. BD. SCALE: 3/4"=1' 0" S3 WALL W/OUT UPLIFT GG 1/2" FROM SLAB C CONT. BEAD SEALANT iz Sao'-o°-t— SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" .]--= FOR ADDITIONAL SLAB BLOCK WALL BEYOND a Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. INFORMATION. EXPANSION JOINT _ - ° ' -3 1l2" VARIES � MASONRY WALL AND � OPT: DEPRESS SLAB 5 %2' DEEP 13" 4 ___ _ - --- GARAGE PAD FOOTING AND 6" BEYOND DOOR TO - O.H.D. RECESS "a _ 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND �, WWF OR FIBERMESH N CONCRETE NAILS W 1 112' --=1/2" GYPSUM WALLBOARD U.N.U. S.G.D. (U.N.O.) .� 8" MASONRY WALL - ----__ EXTEND FILL CELLS CONCRETE SLAB J O.C. _ CONT. FOOTING STEEL- 14" _ �, TION PER CHART EMBEDMENT @ 12" 0 C CSS ...•. - .. ,, . ,, MAT REINFORCING. - O.H.D. REE STAGGERED, FROM BOTTOM � _ _ DRYWALL CR ULA r� •• '• A ® FOUNDATION D PAVERS- z . ' ON FLOOR PLAN r, �1'j �r,-ri -- - _ PLATE TO CONCRETE a _ — 4 �.. ; - a a oo z GRADE a ° �_ ) \ I -1IJ I I� I I I� I ; • - III=� I (MIN. SHEAR 180# MIN. �-=j�r� _ a III -I I, , ,III, ,III _ I= 1= '4 CONT. BEAD SEALANT G -III=III-� _ TENSION 120#) CONCRETE SLAB = 'F - E = II -III -III III III- III r I II II 1 c� w III- III III III III I' -I I I -I I • .. '• I� I I- 6 x 6 W1.4 x W1.4 c� c11 t • °• WWF OR FIBERMESH 1 I=� z IS- w 111-1 �/ -III=III-_III-_I w - rl=m'�TI--- - rt I 1=1II o , — 1 - co -_I I I� •. -III a W o 1 -III --I 1-I �- Z I I 1=1 I I_ _ _ _ _ _ _ _ _ -1 1=l I 1=1 I.: : • . 4 rl=rr - «� 1=1 I - .: 111=' _ �r - ''-I 1=1 I-�"_ J I = _ o w u� W - �, �� :. _ _ _ -111=111= •:. 4 °:. _ I I _ I I, _ - - I - - - - 11= o o = -I I_I - z w 6 MIL VAPOR I!'�I I-1 h1 I! _ EE ws3/J/s6 -III, ,III B I IEI I I -III, _=1_I_I=111=1 I 1-111-{ I (IIII 11==1- F NG o _ 14 I I III 111- I 111- _ -III �I I I=III-III-III-III-III FOR REINF. INFO. 4 8 I �- 11 I_I I-111 III -III -III -I l I -III- OOTI o If I IIII a..,. ' . a .:•'' III_I SEE A/s3 OR J/s6 I— l �I--11 IIII I I 11=III=11 _I1 F1 ;" I=Illi FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =1I IIIIT111 IIII (IIII1 I1 �I OPTION #� PAD REINFORCEMENT 1 1-1 L- -III III ,I -III-I 1- BEYOND II�,II 1 III=- s° MIN. CLEARANCE _ • 1'-4" (1 ST RY) SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH SEE A/S3 OR J/S6 I I li III„ I I iI I I- 1'-8" (2 ST RY) 4" 4" SLAB INFORMATION. SEE SCHEDULE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY)/ MIN (1 STORYNC DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL N 1' 8" (2 STOR) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 53 SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS 6__1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. r,. V b/ (n I w _o a a' w (nt! rn Q a� a— _ CL ¢� 4- 0 0 O rl (� v �_ M N a a}.• O O it 00 o^ U <n o 6) O Tj Affiliations: N ( • l3 • U • L ��`. yj Consultants: z,_i o z `,x'11131!/!1 o v v ,��� a� U�,'i t tj V� o�ZV O� ' LL sl�e6fi � o�� <-.3 i 2Ioor= "LF "LLL ,�• Krj tt t� 'Z z•'� `o�, 2 O W z ���LL z°LL 1ow"inO LL, ulo- �VF-O aiU� z v � u,o���v Fzr U , ¢, J Ql xzo ED zi N C7 ,--i r, CV (M Z Ln c� O t3 6 > h O r) N m n �( to 1 l^V 1 l �. Z c- fu _J WLLI Ln _a) � V mi 0 oz Woo Lu z Z 'n LU `t z< UFyUj doz0;` U Z <U q W F-' zz LI rt'J Uo � �Jy OAC] UX: LUN �yy ~ �Oz© � LU T z (CD 10 Ln 1-- J J �I- v/ c: wwj ~ce LJJ `YzUO wnOOLy 0GZa� U za��zz o 0 W (� vow/ LU w❑ O 1.9 z0� Q Q J Q U ' w w O w z C) D Q Q O O V)ax�z 0 I Y w <~ U Z LU > 0 SCALE . AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 U& JOB NO: 10-1137 SHEET NO. VENT OR 2ND FLOOR TYPICAL C.M.U. WALL SEE TYPICAL WALL SECTION 1/2" MINIMUM CEMENT FINISH-\\ 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0lC; 3/4" FURRING STRIPS (np') SEE ELEV. STANDARD 3 DIA. TEE - __ UPLIFT CONNECTOR (SEE SCHEDULE) THREADED 3" DIA. EXTENSION-- 1/2" GYPSUM BOARD -= __-___- DOUBLE 2"x4" S.P.F. TOP PLATE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS\ ; - FOR CLEAN-OUT - @ 8" O.C. OR 4d 7 5/8" 8" 7 5/8 8' 7 5/8' 8 7/8" STUCCO FINISH PER ASTM C. 926 - MIN. EXTENSION FROM - DRYWALL NAILS EXTERIOR FACE OF BLOCK _ WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" INTERIO WALL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE WALL CLEANOUT EXTERIOR - TO BLOCKING AWALL (2) 2x HEADER SCALE: N.T.S, S4 PER PLAN R � --- �❑ DOUBLE 2x4 SPF. #2 SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ [*---DOOR OPENING ❑ ❑ STRAPS ❑ ❑ ❑ ❑ 2x S.P.F. STUDS @ 16" O.C. JACKS o Fol a SINGLE 2x CONT. TOP IT APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 SOLID AREAS ARE LAYERS 3/8" THICK EACH. 3RD LAYER ` =�� 1/8" THICK. STEEL AND GROUT //-CRICKET AS REQUIRED FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING _ FASTENED TO TRUSSES WITH 8d _ COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP = _ _ 2x BOTTOM PLATE W/ (1) 1 O @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS - VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE - SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD • 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D Ro UPLIFT CCONs ONNECTOR SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. - (SEE SCHEDULE) AND FILLED W/ GROUT 12W/ STD. 90° HOOK IN K.O. BLOCK SEE TYPICAL WALL SECTION 195 VERT. IN CONC. FILLED CELL -- - (TY p) SEE ELEV. PRE-ENGINEERED WOOD ! - TRUSSES @ 24" 0/C UPLIFT CONNECTOR VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E --- (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 5/8"DIA. x 8" J -BOLTS ON 24" CENTERS. ALL J -BOLTS WILL BE IN BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE S4 TRUSS BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. @ EACH END WALL _ 2"x BUILT-UP COLUMN SEE PLAN FOR MORE INFO w DOOR STOP \ ` TOP SPLICE a . - 2 ROWS 1 Od @ 3" O.C. (14 ° ° 18-1 Od NAILS r z a MOLDING ° ° NAILS TOTAL) EA. SIDE OF ° ° 2x TOP PLATE SPLICE STAGGERED 2-16d NAILS @ 24" O.C. OR GARAGE \\\ s�'�L ° ''� EQUAL TO TRUSS BOTTOM DOOR \_ ' 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING � 2 x 6 P.T. r(iLjj W/ MIN. 8 EMBEDMENT �!� � \,' r *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD 24" \ r 1 O @ 8" O/C 5 1/2" MIN. EMBED O.C. MAX. �LSTq�� PROVIDE P.A.F. NAILS OR NcF 4f 2x P.T. PLATE— EQUAL @ 12" O.G. SEE AIS 3 FOR STAGGERED FROM BOT. _ a UPLIFT= 4290# (SPF / SYP #2) PLATE TO CONCRETE REINF. INFO. DOOR TRACK W/MOUNTING ANGLE j BLOCKING (TYP.) NOTES: n NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC @ FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 4' 0" LONG. 'TYPICAL OVER STUD 1/2" EXTERIOR GRADE SHEATHING ---/Z FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION TYPICAL INTERIOR NON- - - - PORT WIRE NAILS / 4" O/C BOUNDARIES 6" O/C ==_ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM USP HTTP 6 N EDGES & L O/C FIELD - USP SPT22 @ EA. STUD �j VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS PROPERLY. S4 S4 S4 S4 2x P.T. PLATE ROOF TRUSS 0J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.U. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT _ MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 195 VERT. IN CONC. FILLED CELL W/ - SCALE: N.T.S. 90^ HOOK IN K.O. BLOCK �S4STD. KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 HEADER SUPPORT DOUBLE 2x4 SPF. #2 REQ. AT OPENINGS OPENING 2" x 4" WALL TOP PLATE STRAPS SIZE H__. 2x S.P.F. STUDS @ 16" O.C. JACKS STUDS SINGLE 2x CONT. TOP EA END EA END EA END PLATE W/ (2) 12d INTO 1'-4' (1) TRUSS ABOVE ----_ (1) (2) .8" STD. 90°HOOK LINTEL BEAM WI (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ---- 2x CLOSURE WALL W/ u (2) (3) (2) STUDS @ 16" O.C. W/ (1) USP LSTA30 USP SPT24 @ EA. STUD 1 \ (2) 1 Od TOENAILS T&B _ (3) 1 (2) USP LSTA30 AS REQ'D I� --� N B [) C lil 2x BLOCKING @ MID - POINT EVERY OTHER ' STUD W/ (3) 10d NAILS_ _ VI Consultants: CRICKET AS REQUIRED a Z(,� A.�,//�''��!d SINGLE 2x CONT. BASE — - �- PLATE W/ (2) 12d TO . 6 OQU�U cccu Z U1 c)0 liZ TRUSS BELOW e n IS Lu U TRUSS BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. @ EACH END WALL _ 2"x BUILT-UP COLUMN SEE PLAN FOR MORE INFO w DOOR STOP \ ` TOP SPLICE a . - 2 ROWS 1 Od @ 3" O.C. (14 ° ° 18-1 Od NAILS r z a MOLDING ° ° NAILS TOTAL) EA. SIDE OF ° ° 2x TOP PLATE SPLICE STAGGERED 2-16d NAILS @ 24" O.C. OR GARAGE \\\ s�'�L ° ''� EQUAL TO TRUSS BOTTOM DOOR \_ ' 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING � 2 x 6 P.T. r(iLjj W/ MIN. 8 EMBEDMENT �!� � \,' r *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD 24" \ r 1 O @ 8" O/C 5 1/2" MIN. EMBED O.C. MAX. �LSTq�� PROVIDE P.A.F. NAILS OR NcF 4f 2x P.T. PLATE— EQUAL @ 12" O.G. SEE AIS 3 FOR STAGGERED FROM BOT. _ a UPLIFT= 4290# (SPF / SYP #2) PLATE TO CONCRETE REINF. INFO. DOOR TRACK W/MOUNTING ANGLE j BLOCKING (TYP.) NOTES: n NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC @ FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 4' 0" LONG. 'TYPICAL OVER STUD 1/2" EXTERIOR GRADE SHEATHING ---/Z FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION TYPICAL INTERIOR NON- - - - PORT WIRE NAILS / 4" O/C BOUNDARIES 6" O/C ==_ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM USP HTTP 6 N EDGES & L O/C FIELD - USP SPT22 @ EA. STUD �j VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS PROPERLY. S4 S4 S4 S4 2x P.T. PLATE ROOF TRUSS 0J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.U. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT _ MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 195 VERT. IN CONC. FILLED CELL W/ - SCALE: N.T.S. 90^ HOOK IN K.O. BLOCK �S4STD. KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE H__. .,i JACKS STUDS ❑ Q� EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) .8" STD. 90°HOOK LINTEL BEAM WI (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 4'- 9' (2) (3) (2) —�� (1) USP LSTA30 91-16, 1 __ _ (3) 1 (2) USP LSTA30 P I� --� N B [) C lil ----1 VI Consultants: a Z(,� TRUSS BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. @ EACH END WALL _ 2"x BUILT-UP COLUMN SEE PLAN FOR MORE INFO w DOOR STOP \ ` TOP SPLICE a . - 2 ROWS 1 Od @ 3" O.C. (14 ° ° 18-1 Od NAILS r z a MOLDING ° ° NAILS TOTAL) EA. SIDE OF ° ° 2x TOP PLATE SPLICE STAGGERED 2-16d NAILS @ 24" O.C. OR GARAGE \\\ s�'�L ° ''� EQUAL TO TRUSS BOTTOM DOOR \_ ' 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING � 2 x 6 P.T. r(iLjj W/ MIN. 8 EMBEDMENT �!� � \,' r *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD 24" \ r 1 O @ 8" O/C 5 1/2" MIN. EMBED O.C. MAX. �LSTq�� PROVIDE P.A.F. NAILS OR NcF 4f 2x P.T. PLATE— EQUAL @ 12" O.G. SEE AIS 3 FOR STAGGERED FROM BOT. _ a UPLIFT= 4290# (SPF / SYP #2) PLATE TO CONCRETE REINF. INFO. DOOR TRACK W/MOUNTING ANGLE j BLOCKING (TYP.) NOTES: n NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC @ FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 4' 0" LONG. 'TYPICAL OVER STUD 1/2" EXTERIOR GRADE SHEATHING ---/Z FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION TYPICAL INTERIOR NON- - - - PORT WIRE NAILS / 4" O/C BOUNDARIES 6" O/C ==_ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM USP HTTP 6 N EDGES & L O/C FIELD - USP SPT22 @ EA. STUD �j VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS PROPERLY. S4 S4 S4 S4 2x P.T. PLATE ROOF TRUSS 0J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.U. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT _ MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 195 VERT. IN CONC. FILLED CELL W/ - SCALE: N.T.S. 90^ HOOK IN K.O. BLOCK �S4STD. KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS ❑ Q� EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 91-16, (3) (3) (2) (3) 1 (2) USP LSTA30 USP SPT4 SPT24- USP SPT4- SPT24- USP SP ('4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. = OVERLAPPING I 5/8"x10" "J" BOLT INTO s --__ —~ ```�-(2) 16d TOE NAILS @ 24" O.C. MAX. -1Od NAILS @ 6" MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING �� � BOTTOM PLATE TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE SECTION _ CREATE A SOLID BASE FOR ** HOLD DOWN CONNECTIONS / PLATE AND BB/31 FOR 2X8 WALL ABOVE 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING ADDITIONAL DETAILS r ENTRY SCRAP MATERIAL WALLS NOTED WITHOUT UPLIFT USP SPT22 ' `'\ K.O. BLOCK W/(1) \ SEE FLOOR PLAN NOTES FOR USP SPT4 ///-J-BOLTS @ 24" O.C. #5 CONT. & �\ w \. REQUIRED CONNECTION USP SPT4 USP SPT4MAX - FILLED r O S�� /�QO ` ` RECESS LINTEL 5/8"X10" J BOLTS �°z NIT 2 -ROWS 12d NAILS STAGGEREDF > 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO \ \ @ 12" O/C EACH FACE OR ,'--MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3 -ROWS 12d NAILS STAGGERED 2X8 P.T. BOTTOM P TE FOR WATER SHED. @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d \� TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) J (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4- USP \ USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER SEE PLAN SPT24- PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 MOUNTING BASE NOT SHOWN INTERIOR HEADER 10d NAILS @ 4" 10d NAILS 6 O.C. MOUNTING BASE SHOWN 1 Od NAILS @ 8" / STAGGERED A @ FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) -_ j__ --__-_ STAGGERED K/S4 ONLY 12d TOENAILS. o o TRANSOM FRAMING SEAT FOR BLOCK IS POUREDXTERIOR HEADERS 2x6 MOUNTING BASE SCALE: N.T.S.NTSDOUBLE 2x -- _ BEYOND. IN PLACE CONCRETE CRIPPLE STUD` (1) 2x SILL PLATE W/ (2) NAILED INTO 8x8x16 C.M.U. GARAGE DOOR--�---_- TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING TRANSOM GARAGE FLOOR SLAB LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD TROWEL FINISH SEE GENERAL NOTES I` � U SILL PLATE W/ MP3 CLIPS _� TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES o E SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 CONNECTION ASSEMBLY BB/Sl FOR ADDITIONAL 0/C BOUNDARIES 6" O/C EDGES FOR DRAINAGE \ GARAGE FLOOR DETAILS & 8" U/C FIELD �, 2x STUDS TYP. .. TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S4 GARAGE DOOR - ** HOLD DOWN CONNECTIONS USP PLYWOOD SPT22 SHEATHING Op OO,Q " NOT REQUIRED @ BEARING - �- MASONRY i WALLS NOTED WITHOUT UPLIFT RECESS USP WALL BELOW o` 5/8"X10" J -BOLTS @ 24" O.C. MOUNTING BASE DETAIL " ��`' NO'� LINTEL SPT4 USP MAX. (MIN. (2) PER BOTTOM 1 rr _ SPT4 PLATE SCALE: N.T.S. ) 4 ALTERNATE: SEE PLAN FOR FOOTING \...�.L BOTTOM OF MOUNTING B E P.T. BOT. PLATE a 5/8" D EPDXIED DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE 2X8 P.T. BOTTOM / I" I ATR O FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE MIN. 6" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL OD @ E Q FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. SLI. PARTIAL INTERIOR ELEVATION S4 @ SCALE: N.T.S. SCALE: N.T.S. 5/8"x10" "J" BOLTS 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 r 0 E u r- v a (9q) w L U U dy) L ❑ Q� 0 uv ~ 000 , 0 E� qtl roN v— 0 0 +-, w (D 0F. U �n v P VI Affiliations: M N B [) C lil ;rD,, VI Consultants: a Z(,� A.�,//�''��!d ZU D v_ N •hr'a W araaa►r o �'J s LC!ice©j'7j/r"•Ya Lou . 6 OQU�U cccu Z U1 c)0 liZ m zU- z u e n IS Lu U ` LL 0 (9l"• W N riJ O ti+ 0 u 0t! wAF=��(j F_ Lu d n m 0 ,J ILLLJg L U a� C7 T' m cV M O o O (M 7 cy) 0- d- LL (V I• •�. 4-J � J J C:) (v U-) (1) ur V Lr) qz Lu ii O W d NLu m d v Lu � r-0 zQU o W F- Z U z cp w I J V 'y2 Q J C) z N vF'O rL z ��y J 5 0) _ kD Lu I— I® J moa �zuo w0 LL, 2 odwoF- u z o.� _,.L z LLJ O ",WQz< .®I 0 0 LSI �2 u� W o LL z a CcWo C2): ❑ QCK d 0LL 0 �NoLLu CLQ O Crl Lua daQ� LL a u =' 0 aJ SCALE . AS NOTED PLOT DATE: 05/28/2010 VERSION NO. 3® 0 to 3" JOB NO: 10-1137 SHEET NO. SEE STRUCTURAL 2x4 BLOCKING\ 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND — TOENAIL WI 2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS @ 48" O.C. \ 16d NAIL NAILING SCHEDULE FOR ( SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR "L" BRACE 2"x4" OUTLOOKER - NAILING SCHEDULE FOR USP RT16 OR EQUAL SHEATHING DETAIL - 2x4 OUTLOOKER @ 24" SHEATHING DETAIL @ I ATTACHED W/ _ @ 24 O.C. SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE 2x4 OUTLOOKER 10d NAILS C� 4" TOP CHORD _ -- - ___ �_- _ y OUTLOOKER - _._..- ELEVATIONS) BACKNAIL W/ (2) BLOCKING FOR '� =` _ @ 24" O.C. SEE STRUCTURAL -----.16d NAILS @ 24" 0/C O.C. TYPICAL „= FIRST FOUR 2X4 CONT"L" BRACE TOP CORD BLOCKING -USP RT16 OR EQUAL @ NOTES AND NAILING TOPCORD 450 ± 24" MAX. 45'± ~-~ - --Y T_ ` BLOCKING FOR GABLE TRUSS WEB' / ROWS OF TOP CORD BLOCKING 4' MAX. EA. OUTLOOKER SCHEDULE FOR FASTENED W! (2) 10d FOR FIRST FOUR ROWS SHEATHING DETAIL DOUBLE "L" BRACING DETAIL TRUSSES @ � ` USP RT16 OR FOR FIRST FOUR 3' @ 24 O/C. CMID OF TRUSSES @EDGES / USP RT16 OR FIRST FOUR ROWS 5 EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE SHEATHING APPROX. 8" FROM; OUTLOOKER EDGES OF 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. , TYPICAL @ RIDGE FASTENED AT „ SHEATHING TYP. 2X4 KICKER o APPROX. 8 FROM SHEATHING TYP. L BRACE TO EXTEND EXTEND @LEAST 90% OF USP 8 FROM RIDGE FASTENED AT 2x4 "T" BLOCKING - -.. _ 48" O.C. EACH JOINT W/ (3) 10d o @ 8'-0" O/C. RIDGE FASTENED AT "L" BRACE TO EXTEND �.,_ 1� - MAX. & (2)10d TOE NAILS @ AT LEAST 90 /o OF WEB 2x4 GROSS BRACE WEB LENGTH &NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING @ LENGTH (SEE TABLE BOTTOM CHORD SEE STUD 10d TOE NAILS @ EA. END `- „ t • \ ) APPROX. 8" FROM ( EA. END @ 48 O.C. 10d & (2) 10d TOE 48" O.C. 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) LENGTH (SEE TABLE) EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL -SEE NAILS @ EA. END 16d NAIL � GABLE TRUSS "L" BRACE ATTACHED • SILL 1/2" CDX PLYWOOD OR WALL SECTION FOR SPACING 112" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING & (2)10d TOE NAILS @ - i ; - FROM LEDGER TP 2x4 PANEL BLOCKING \ 7/16" OSB SHEATHING TYPICAL 112" CDX PLYWOOD OR 7/16" EA. END • • BLOCKING @ 48 0/C FOR THE _ \� ATTACHED WI 10d ___ ATTACHED W/ 10d NAILS NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD ` -GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF • \ \ _ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST x-1/2" CDX PLYWOOD OR W/ 1Ud NAILS @ 6' O.C. EDGES TRUSSES FROM EA. , \ O. GABLE TRUSS WEB _ _ ! - ; : AND 12" O.C. FIELU END TYP. TOP & � O.C. FIELD 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING BOTTOM ATTACHED `` (2) 16d NAILS SINGLE "L" BRACING DETAIL 6 -� THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILSI (2) 16d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.G. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS _ — _ �. 2x4 "T" ON TOP OF PANEL SCALE: N.T.S. S5 —F�I-----� BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS - O.C. FIELD Q.G. FOR THE FIRST (4) ROWS WEEP SCREED ) - �_ 10dx3" @ 4" O/C DIAPHRAGM - - - FASTEN WITH 10dx3" @ 4" O/C SPACED--�f---- OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL BLOCKING INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH ' L" BRACE HERE @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA1 U @ 36" 48" 0/C WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" 4" O/C - O.C. _ _ === GABLE TRUSS MOISTURE BARRIER L @ -= � TRUSS VERTICAL USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP 5/$"x 10" "J" BOLT @ 32" U.C. MINIMUM 6" FROM ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" - ( PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER I MOISTURE BARRIER 2x4 LEDGER MATCH BOTTOM PLATE STUD WALL _ USP HTA20 (2EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) (2) 2"x8" "L" BRACE VERT. WEB (24" OIC MAX.) W/7.10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) USP SPT24 @ EACH STUD FASTENED WITH (3) NOTE: IF EMBEDDED TAPCONS. SECTION 2 SECTION 3 4 16dPER SIDE �- STRAP MISSED VERTICAL SECTION SECTION WEB; USE SCALE: N.T.S. SCALE: N.T.S. SCISSOR GABLE 1171 BRACE 7 MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. Srj S� S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. REFER TO SECTION -BACKNAIL W/ (2) 2114 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING W/(2) 10d SEE STRUCTURAL— 16d NAILS @ 24" O/C WOOD TRUSSES TOE NAILS @ EACH END @ 1A ON SHEET S5.1 NOTES AND NAILING TOP CORD 24" 0/C (TYP) FOR X -BRACING, AND - _.r BLOCKING FOR USP HGAMIU W/ (4)— N SCHEDULE FOR - TOP CHORD USP RT16 OR FIRST FOUR ROWS — SHEATHING DETAIL BLOCKING EQUAL @ EA. OF TRUSSES @ 114"x1-3/4" WEDGE \ INFORMATION---" 1,1 - t�,,. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF BOLTS & (4) SDS 1/4" _ — x 1 1/2" SCREWSWOOD TRUSSES � APPROX. 8" FROM — SHEATHING TYP. j RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING l EACH JOINT W/ (2) AT LEAST 90% OF WEB 1 1�z" 1 1 2" AT 24" O.C. TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORDD FOR 4 a NAILS @ EA. END GABLE TRUSS z -- -" TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" a ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ s AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS EACH CONN. @ 24" O/C --- (2) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ "lOd NAILS @ 6 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS EDGES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" MOISTURE BARRIER TRUSSES FROM EA. � -��- 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 O/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1!2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS - -I CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) --_`. MASONRY WALL a: 4r, ` ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL NOTE: 2x4 "T" ON TOP OF PANEL � ��-'-� ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ r CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10tlx3" @ 4" 0!C (2) 12d TOENAILS..? THAT MY BE REQUIRED 4'4' O.C. MAX. FOR EXT. WALL CONN. r' 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF == r EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - $ SECTION 9 - BEARING LOCATION (UNEVEN CLG.) rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"z:V-0' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S�) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI '1-03 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. �- SCISSOR TRUSS x x12 2"x4" OUTLOOKER @ 24" 6.9 MAX.MO.C. W/ (2) 10d PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING _ _ \� CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES �I_ 6,1 OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) j 10dx3" O/C @� 2"x4" TOENAIL 6 O/C RUNNERS W/ (2) 16d TYPICAL - (2) 16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 01011- 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING / ) c6 - -- - _-- w c ac' U AM rn 6 6.9 MAX. VI Affiliations: ��..JJ LJef��F N C 13 3)•C _ 0 d - w 0 I VI Consultants: G CORNER JACK Inu - C7 FJJ d - Z U) C7 O.r� � ci '�� •- "� ` a s q w S OLup .,4 °°m LCA LLo,Q�� m� OF=-W(n0. Z 4 O a) C7 Lf�l 2 m�"6 o'F_ cs,n cU o _ w z Z U 7 O O AND LOCATION) o � X � U °> o o v �- �U-I`. (_4 .� v O m w Lr) Q) Ln Lr) a: 4r, ` ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL NOTE: 2x4 "T" ON TOP OF PANEL � ��-'-� ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ r CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10tlx3" @ 4" 0!C (2) 12d TOENAILS..? THAT MY BE REQUIRED 4'4' O.C. MAX. FOR EXT. WALL CONN. r' 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF == r EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - $ SECTION 9 - BEARING LOCATION (UNEVEN CLG.) rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"z:V-0' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S�) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI '1-03 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. �- SCISSOR TRUSS x x12 2"x4" OUTLOOKER @ 24" 6.9 MAX.MO.C. W/ (2) 10d PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING _ _ \� CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES �I_ 6,1 OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) j 10dx3" O/C @� 2"x4" TOENAIL 6 O/C RUNNERS W/ (2) 16d TYPICAL - (2) 16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 01011- 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: L o GABLE END DETAIL 1) BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRESCOSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. S5 SCALE: N.T.S. S5 3) SEE 6lS5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL \ MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Sk "L"BRACEW/10d@4"OC 12 12 END JACK p m °' / a I V-0" MAX. u _ p Q o (SEE SCHEDULE FOR SIZE AND LOCATION) 69 MAX, / ) c6 - -- - _-- 1` zi ou c ac' U AM rn 6 6.9 MAX. VI Affiliations: ��..JJ LJef��F N C 13 3)•C _ 0 VI Consultants: a CORNER JACK Inu - C7 FJJ - 1" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE Z U) C7 O.r� � ci '�� •- "� ` a s � S OLup .,4 °°m LCA LLo,Q�� m� OF=-W(n0. Z 4 O a) C7 Lf�l 2 m�"6 o'F_ cs,n cU 5 ~ cr w z Z U 7 O O AND LOCATION) % U °> o S5 �- �U-I`. (_4 .� 0)(u O m w Lr) Q) Ln Lr) -- - -- z Lu LL -_ - -__ GABLE'fROSS LLJ ou z _.! V ¢W�LC °��a0 E zr<UUQ �-4wf-Z ON M O a W (� C:) uP0u') ov)o�o Uiza0z0 CK w Ln uj zpp J L7 - F- F_7� -I F-1 F c:) Lu Lu W000� `i U0inmO L LL cL' � �J gyp® O 7 O F - Z O'E �_z Z S5 12DOUBLE TOP PLATE 6.9 MAX. ' --_ ---- 2X4 LEDGER USP LSTA 18 --- --- `------meq_` - -- STUDS @ 16, O.C. ����� -I� I�-I� I�-� CONT. BEARING DBL. TOP PLATE USPHGAl0(iYP.) STUDS @ 16" O.C. ��USPSPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=l' -Q" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEC- STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION co E o 0 END JACK p m °' _ L x O a I V-0" MAX. u _ p Q o �co ® 0 o a In N o v ) c6 ac:m Q) N 0 0 1` zi ou c ac' U AM rn 6 VI Affiliations: ��..JJ LJef��F N C 13 3)•C _ 0 VI Consultants: a CORNER JACK Inu zU -p��. Q LL V) lr'•3i ,y C7 FJJ J Q Q M l '•fy-� li O1 f z Z U) C7 O.r� � ci '�� •- "� ` a s � S OLup .,4 °°m LCA LLo,Q�� m� OF=-W(n0. Z 4 O a) C7 Lf�l 2 m�"6 o'F_ cs,n cU W zp t j ~ cr w z Z U 7 O O 0 % U °> o n Q (') a d �- �U-I`. (_4 .� 0)(u O m w Lr) Q) Ln Lr) S5 12DOUBLE TOP PLATE 6.9 MAX. ' --_ ---- 2X4 LEDGER USP LSTA 18 --- --- `------meq_` - -- STUDS @ 16, O.C. ����� -I� I�-I� I�-� CONT. BEARING DBL. TOP PLATE USPHGAl0(iYP.) STUDS @ 16" O.C. ��USPSPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=l' -Q" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEC- STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION co E o 0 Q m v p m °' _ L x O a u _ p Q o �co ® 0 o a In N o v ) c6 ac:m Q) N 0 0 1` zi ou c ac' U AM rn 6 VI Affiliations: ��..JJ LJef��F N C 13 3)•C _ BIDul VI Consultants: Inu zU -p��. Q LL V) lr'•3i ,y C7 FJJ J Q Q M l '•fy-� li O1 f z Z U) C7 O.r� � ci '�� •- "� ` Z "z ooF-N a.ahN z 7 L o S OLup .,4 °°m LCA LLo,Q�� m� OF=-W(n0. Z 4 O a) C7 Lf�l 2 m�"6 o'F_ cs,n cU W zp t j ~ cr W L N Z U 7 O O V) °> o n Q (') a d �- �U-I`. (_4 .� 0)(u O m w Lr) Q) Ln Lr) z z Lu LL Lu LLJ ou z _.! V ¢W�LC °��a0 E zr<UUQ �-4wf-Z ON M O a W (� C:) uP0u') ov)o�o Uiza0z0 CK w Ln uj zpp J c:) Lu Lu W000� `i U0inmO L LL cL' � �J gyp® O 7 O F - Z O'E �_z Z Lu 0 to Lu u p o 0 F u F j JJ ] 0 u 0 LL. < z I '2): 0 • oo cy v) V)0 z 9" � a� I- U— LL Lu 0 a. SCALE . AS NOTED PLOT DATE: 05/28/2010 VERSION NO. 3muuw JOB NO: 10-1137 SHEET NO. (nljj (� n qi 1\\\MVV` I ItV/✓/�/JI c mai 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL Y UJ Q) �d Q UNACCEPTABLE INSTALLTION _ r» 0 a _E Q1 0 DOOR JAMB (REF=ER P.T. TO SHT. SDW2-141 TO SHT. SDW2-K1 TO SHT. SDW2 K1 FOR CONN. DETAILS / ALLATION MAX. 8 DO NOT DO THIS PROPER INSTALLATION 2"x DOT. PLATE W! 2 10d 6 0 C O @ VI Affiliations: = ; N•C B-1) C T FOR CONN. DETAILS 1 X4 FOR CONN. DETAILS "I X4 1 X 4 ( ff5 RE[3AR "FYP, ( ) / , 3/4" PLYWOOD DECKING GLUED � J `� 1 l • 101�I� W U W F- pPM1 3-1/4 LONG X,,/16 0 FURRING 3/16"0 X 3" LONG , FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING ZKQw �1 •� �� y.��.y� �N ff5 REBAR (TYP,) AND NAILED W/ 8d COMMON c� C V O.C. EDGES AND 12 O.C. FIELD J\ �i r mc��o o''E �v; Z=� W Wok_ E U �_-- Z S W O n TAPCON. INTO STAGGERED @ 16" 1X8 P.T. TAPCONS STAGGERED 2X8 STAGGERED 16" O.C. 1X8 /'/ CD %" ATTACHED WALL SHEATHING TO BLOCK@ SPACING „ 1 DETAIL O.C. 2 -ROWS INTO 2 -ROWS INTO N 0 � J 2X BOTTOM PLATE WI Sd 4' O.C., 2 @ Z 4-1 � � B NON J PER MANUFACTURE MASONRY THROUGH „ 1-11211 DETAIL MASONRY THROUGH 3" DETAIL TD. 90° HOOK (TYP.) STD. 90^ HOOK (TYP.) ROWS STAGGERED 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID --- 0 U_0 wio LU BOTH CELLS ��L :1 :J/ — � ' 2x BAND JOIST WI FACE NAIL METAL SEAT PLATE 10d @ 70P & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ 3/16" x 3 -1/2° TAPCON @ 16" r O z Q V o?�o�d Z - (mo) O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -'1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL31L / / LAP SHEATHING TO TRUSS VERT. WEB DOOR JAMB (REFER- EACH END W/MIN. DOOR JAMB REFER- TAPCON ( TO SHT. SDW2-K1 FOR �' BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS---` , JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C.---____ 1 X 4 `• FURRING J / 2X8 P.T. WITH 3/16"0 X 3" J < 0 -4000 t2" 1 NOTC 0 FIRST COURSE -USP HGAM10 @ 12" O.C. w!4 SDS 1/4x1 1/2" w �zu0 Luw0oo� 2X8 P.T. LONG TAPCONS 2X8 SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" U~ly �mo 2x P.T. AS REQ'D u STAGGERED @ 16" O.C. Z p ° ? z Lu 0 WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/411 DETAIL F-: a > NOTCH WEB AT THE FIRST 2 COURSES _ Lu L , 5^ FILLED CELL PER FOUNDATION PLAN -- BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE:N.T.S. FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS L w SCALE: N.T.S. SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK - ra- SECTION W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A 0 EMBEDMENT INTO BLK.) 1/4" MAX 8" AS NOTED PLOT DATE: 05/28/2010 VERSION NO. 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4"CAPACITY BLKG. & --_ 1� 1/4" x 3 1/4" TAPCONS JOB NO: 10-1137 SHEET NO. = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS BLOCK HEADER ARCH BUCK 1/2" DRYWALL1 �* \-- 8d NAILS AT 8" O.C. AT BUCK 1 -PLY PRE-ENGINEERED TRUSS _r 1" 2 x 8 45^ DIAGONAL ` LEAVE A CUT OUT IN O.S.B. ON THE (4)10d NAILS INTO _ , .. „ - USP RT16M W/ (8) NA11 NAILS & (6) x 21" TAPCONS ':. ,`,." ?i:.;i ... INSIDE TO ALLOW FOR INSULATION BRACE(S) 2 x 8 BRACE/ BLKG. F• . ::. `: (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND 7/16" OSB TO BE INSTALLED"'''`''`""" : : ''' (4) 4' X 1 4' WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#J) BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR - _ -\ POLY -CELL IN THIS AREA - —2 x 8 45 DIAGONAL BRACE AT EA. 2 X 4 #2 SYP SCAB TO SIDE OF _ SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS TRUSS AS SHOWN FOR O.H. UP TO 2'-6" '� ..;.,•- ....' :: , :; ,•::` BACKSIDE TO FIT ARCH 4 10d NAILS INTO 2 x 8 O AT EA. END " DOUBLE 2x4 SCAB FOR 2'-6" TO T-0" '> ..:_. CONNECT W/ 8d NAILS BRACE/ BLKG. O.H. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHORS PROVIDE TAPCON WITHIN ARCH FACES W 10d NAILS THRU OSB INTO 2 8 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD INTO ARCH BLKG. PER (4) x 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH BOND BEAM OR CAST 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -\ , „ IF TRUSSES USED) W/ (3) #6 X 4Y, WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY /� - IN PLACE BEAM 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J - WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" \� O C JACK TRUSS PROVIDED BY _ \ SEE 12 --- � PLYWOOD SHEATHING F �ygNO� + ' -F�cTy F '' F RETROFIT TRUSS DETAIL N.T.S. SCALE: N.T.S. _ TRUSS COMPANY OR \ PLAN \ SS 2x6 #2 SYP @ 24" O.C. \ - _ �� +---_-,_ BLOCKING AS ROOF SHEATHING ATTACHED - PER NAILING SCHEDULE ALL -� + F -_ �# REQUIRED TO SUPPORT TRUSS + ' 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" 3 1/4" TAPCON (1 1/4" MIN. - = -_, + SOFFIT BLOCK HEADER x B-13 EMBEDMENT INTO K.) 1/4" MAX 2 -0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK l (5) -12d NAILS f �i 2X6 TO 2X4 / USP RT3A -- / - / 2X4 SYP _ w EACH TRUSS ��� `��� t ' FILL 1st 4 COURSES souDwfGRour ' 1 X 4 FURRING _ PROVIDE 2x - / CONNECTOR _ 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAL. BRACE BTWM VERT. BRACES WHEN HGT. OF � BRACE EXCEEDS 24" 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END _ -_- - =��� l PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SEE LINTEL SCHED. ENTER SOF IT - - FOR OVERHANGS BETWEEN OVER 1 1r2° LEAVE A CUT OUT IN O.S.B. ON T `� MIN. OF START OFCONTACT 4'-0" MAX SEE PLAN ENGINEER of RECORD FOR 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION �. ARCH PRECAST LINTEL FURTHER INSTRUCTIONS. _ TO BE INSTALLED 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION BUILT UP PLWD. BUCK- IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG OVERHANG SCRIBE (NOTCH) BACKSIDE ~ 7/16" OSB ARCH PANEL SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. T-0") TO FIT ARCH CONNECT W/ WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL START OF ARC 4' MAX. RAD. O.C. ' RETROFIT WALL OVERHANG DETAIL (NTS) INSTALL WDW, SCREW OSB ARCH FACES W/(4) 10d NAILS _ THRU OSB INTO 2 x 8 SECTION ENTRY L SECTION ROOF EXTENSION M FOR OVERHANGS BETWEEN 318°rot 112" ANCHOR INTO ARCH BLKG. SCALE: 3/4" = 1' 0" SS ScLE: 3/4" = 1' 0" SS NOTE: FOR OVERHANGS LESS'FHAN PER INSTALLATION DETAILS ARCH DETAIL K ARCH 3/8" - NO REPAIR REO'D. 13-13 SCALE: N.T.S. SS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR /� EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "S" "N". SEE SHEET D2 AND l-�- DRILL 3/4"X6" MIN. HOLE Ll TYPE OR STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS f ANCHOR C HTT16 W/ ('18) - 16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER � W.W.M. AT PERIMETER STUDS -- COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION & (1) - 5/8" DIA. ALL --#5X6' EMBEDDED INTO PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ � SIMPSUN "SET" EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_p' F F I �. �- � 5" EMBEDMENT & 3" MIN. '� \, o _ �n 1��_._` s FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) -- _� EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL \ EDGE DISTANCE �, ` ` ; '�.. \ 'L o cw.i NUN SHRINK GROUT. A ,.. AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT DO NOT FURROW. D— I I—I I I_�I I I—III-,REINFORCING II,I ---III III ' i' w ag ' PRESS PANEL REINFORCING INTO PLACE. `i '' _ 6 MIN. LAP SPLICE W/ ;,. , ,:•,• ,.. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL : ; •: •; ' <• .,= ,.?�� `'' /.., REINFORCING PANEL " " _-- I—III—I I (=I P III -III= L- I -III -III ; III U #5X6 EMBEDDED INTO EXISTING FOOTING L #5X6 IN CONC. ¢ - SMOOTH. DO NO FURROW. y. s ! , *.;' °-- �! p o :p -III— I I II=I I I = :\` N FILLED CELL - DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT ) GRADE " o SET BAR IN 0 EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ; ;:< •:: ;'ls:.. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE +;': NOTE: o. . -� - _ ; O REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT PHIS SEE GLASS BLOCK INSTALLATION NOTES. SEALANT �. ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° b ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL P- (2) #5 REBAR. MIN. T `\ WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) '(110 mph FASTEST WIND =130 mph, 3 SEC, GUST. FRG TABLE R301,2.1.3) 14 16" MIN. COVER EA. WAY - + 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN '(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) SECTION EXISTING FOOTING A J ECTI 0 N GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (nljj (� n qi 1\\\MVV` I ItV/✓/�/JI c mai v C o � Y UJ Q) �d Q O ¢C) 0 + — co c 'FV N r» 0 a _E Q1 0 T V O o c �F U o VI Affiliations: `� N•C B-1) C T _ ® TiConsultants: p,?,L A ,4 C, JZ I91 �� �, `� 1 l • 101�I� W U W F- pPM1 wv�ww� J `1 • _joZOF„a ♦ 0 0 0 cc O i �77�,• YZaQ12 o� Oy CL s ZKQw �1 •� �� y.��.y� �N w W?o�o LLI L� LLI � O � � LL J +� vlIzF �ca Lo 0=N ula mUU CD w� w �i r mc��o o''E �v; Z=� W Wok_ E U �_-- Z S W O n cr n o W z N z C) U CD ieJ � cru 0 6 > I''. CD r—, (Y) C7 C) ai m r-, H z: (a pk a N 0 � < _ Z 4-1 � � B NON J Lu INS -d CD M wN Ln a) Ln U Ln L 0 U_0 wio LU MZz�� w r O z Q V o?�o�d Z (mo) w U 0J a 7 V j O�0 �a VF Itaz0 u Ld7 V) kJo Lu J J < 0 (I� V / w �zu0 Luw0oo� U~ly �mo u Z p ° ? z Lu 0 Lu to Lu� F-: a > Lu L , DE�p X z 1 L Q J w0 LL J Y w ¢�F< z L w W 0 H SCALE AS NOTED PLOT DATE: 05/28/2010 VERSION NO. 3 . o 89% JOB NO: 10-1137 SHEET NO. vvr c- ruu l`v �n�i r i nLJQQ vvL_u CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" TRUSS NOTES: cq N a W �— CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE 'TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE ^ DIRECTION TYP. WOOD TRUSS TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ y ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = 1'-0" DIAGONAL - AT 8'-0" MAX D SEE ROOF PLAN SHEATHING 2X4 BLOCKING --- BETWEEN TRUSSES SECT. A -A TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2-0" O.C. EACH DIRECTION TYP. U.N.O.--� 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH C� PRE -ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP -- CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE - -- - TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES - -HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2x6#2 SPF 48"O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER --2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 02 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS �. BOTTOM CHORD SEE PLAN FOF TOP OF WALL SCALE: 1/2" = T-0" MIN. (2) 2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE: 3/4" = 1'-0" SCALE: 1/2"=1'-0" NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS (2) 2x8 #2 SYP W/ - ..� cq N a W �— USP JUS46 OR JUS461F BUCKET 7/16' O.S.B. FLITCH i, =M �00 TO COLUMN PLATE TOP @ TRUSS , ,,III I All All, 'I-- ao> a �2 N 4- 0 r� BRIG. Cll W n U � o COLUMN BUILT-UP , N�C 6 U C a (2)-2x4's OR 4x4 W/ (2)-10d VI Consultants: 0 2 Q ,�iaSP1is11/!/ Q V `I,7' LL • «� s 111 • M tilV � � ,�A ��♦ r+ 0w rr ur a NAILS @ 8" Q.C. EACH PLY 6< 11 z � a y+• ` • r,, 2: Z IL,.4v ,ob w00¢OA a 4 (SHOWN AS 4 x 4) TYPICAL BLOCK oz Z ia: (� r i II i� `''<z (2) USP HTA20's w/(10) -10d x 1 1/2 EA. TO COL. -- '-' m N �./ i '�- 0:3 O WALL -__ _ a ? s ,. ALT: (2) USP MSTAM36 d- I¢- Ali^ " I`-. Z A7 STRAPS CENTERED -� J Q M Ln v Un U w/(13) -10d NAILS Ea TO COL. —TIE BEAM USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF TRANSOM SEE PLAN WALL SEE PLAN IF REQ'D USP SPT22 W/---.-.. (10) 10d NAILS @ BOT AND SIMPSON SP2 W/ 12-10d NAILS @ SILL MIN. 2x4 P.T. W/ Y4"X3"- - TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. BEAM @ RAISED ENTRY MASONRY WALL4 SCALE: 1/2" = 1'4" FOR WALL BETWEEN ROOF SYSTEM MIN. (2) 2x4 .� SPF TOP PLATE USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM / OF HEADER (REQ'D IF OPENING LARGER THAN 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. -(2) USP MSTAM36 STRAPS CENTERED W/ (13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. P.T. SILL PLATE DOUBLE 2X4 W/ USP - MP34 @ TOP & BOTTOM USP MP34 W/ (12) 8dx1 1/2 NAILS AS REQ'D (REQ'D IF OPENING LARGER THAN 4'-0") OPTIONAL FRAMING TO BE - -- - MIN. 2x4 SPF UNLESS OTHERWISE NOTED. SEE ELEV. FOR TRANSOM LOCATION MIN. 2x4 #2 SYP BASE PLATE 1 RECESS LINTEL ABOVE W/1" ANCHOR BOLTS @ 16" / DOOR SEE LINTEL PLAN O.C. & 3 FROM EACH END DOOR OPENING - -- (2) 2x BUCK ATTACHED PER PLAN -- LINTELS AT ENTRY DOOR W/TRANSOM SCALE: 1/2" = 1'-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT -CLIP EACH TRUSS Z;' (SEE ROOF PLAN /1 FOR TYPE) FRAME OUT TO BLOCK EDGE f SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE - 2x SPF #2 AT 16" O.C. IIT r ------'``-- -BUILDER FRAME RADIUS �J AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE: 1/2" = 1'-0" 0 0 n U cq N a W ^ 0) U U V) a> a O � crf a CD =M �00 0 0� F °n Q CU o ao> a �2 N 4- 0 r� Cll W n U � o vj Affiliations: , N�C 6 U C a VI Consultants: 0 2 Q ,�iaSP1is11/!/ Q V `I,7' LL • «� s 111 • M tilV � � ,�A ��♦ r+ 0w rr ur a _ 6< 11 z � a y+• ` • r,, 2: Z IL,.4v ,ob w00¢OA a 4 F— F- � ppy��Yk'v" Lo 'x `lam l�UU =NtnO Q {� v m oz Z ia: W � W G N ❑o_ Z V '-' m N M civ Ln 0:3 O 67 V) � a r--1 to o n gjMf­, a�--0� C 0 . z_- I`l. d- I¢- Ali^ " I`-. Z A7 W -� J Q M Ln v Un U ,--i mi Q Z Lu U_a W z u ¢ w 66 V � L � � U Qz PCZ, S L Z w I zz o�� ® �I aa' p O F a V �� C) C) l0 mLu _ 4t F_ J ,A L J ® do a Q v S x o -,2 USO oo oo (� r -%W z a;� --- z z oz<o 0,- .oJ®g�� Lu on q ~pp, r U<2�QQ U) z :,xLLOr o yr cy LL z ® mO ���T a F Z LU > ® I1! U) _ja SCALE: AS NOTED PLOT DATE : 05/28/2010 VERSION NO. 3 a 0 JOB NO: 10-1137 SHEET NO. 1 aul As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcatec ory 1. EXTERIOR DOORS Manufacturer Product Descri tion I Approval Nl.11rnber�sj I Test Pressures A. SVVINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf FL569-R3 CS22 TherrnaTru Smooth Star/Fiber-Classic FL8838-R1 +55.01-55.0 sf H3 FL10456 ThermaTrU Smooth Star/Fiber-Classic FL1244'1 +47.0/-47.0 psf B. SLIDING Fla. Extruders (Milestone) Series 1000 FL8409-R2 +45.0/-45.0 sf C. SECTIONAL Clopay Building Products Residential V\IndCode Doors 015 (8X7) FL5675-R1 +30.0/-32.0 psf LFTA6 FL820-R2 Clopay Building Products Residential VUndCode Doors W5 16X7 FL5675-R1 +30.0/-30.0 psf FL817-R1 (used in wind speeds civer 120 r7j)h) Clopay Building Products Residential VVindCode Doors 016 8X7) FL5675-R1 +37.0/-41,0 psf HETA16 (used it) tvindspeedsover 120irl)h) Clopay Building Products Residential VUndCode Doors 016 (16X7) FL5675-R1 +37.0/-37.0 psf D. OTHER HTA20 FL821-R1 HGUS210-2 FL11468 Trlrss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor 2. WINDOWS HSURIL410 FL10655 Heavy Skewed U Hanger Quar le 4 Inch Solid Soffit A. SINGLE HUNG SINGLE Fla. Extruders (Milestone] - Milestone penes 1000 SH Std -Sill F L9262 -R1 + 45.0/-45.0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider FL9236-R1 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R1 +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/57'1.1/5712/5713/5714/5718 F E5700/570.1 /5702/5703/5704/5705/57.17 FL3136-R3 N/A E. OTHER HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger 3. PANEL WALL Joist Hanger ITT A. SIDING Alside �• Coventry Vinyl Siding FL12103 +86.5/-86.5 psi B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTHER LSSU210-2 FL10447 Slopable/Skewable Hanger- LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger 4. ROOFING PRODUCTS Strap Tie L3TA12 FL816-R1 LSTA18 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS FL816-R1 LSTA36 FL10852 Strap Tie C. ROOFING FASTENERS LTS12 FL10456 Twist Strap LTW12 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A LTS18 FL10456 Florida Metal Products, Inc Vent RV'l0 FL2075-R3 N/A E. ROOFING TILES LTW20 FL820-R2 LTT19 FL11496 F. ROOF TILE ADHESIVE FL822-R1 LTT20B FL11496 Tension Tie G. OTHER LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 5. SHUTTERS Masonry Beam Hanger NFM35XI178U FL578-R2 META22 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf _ Medium Girder Tiedown MUGT-15 Alufab Galvanized Steel Storm Panels FL4804-R1 +'104.0/-104.0 psf KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 6. STRUCTURAL FL11473 Strap Tie for Masonry MT312 COMPONENTS Twist StrapMTVV12 FL820-R2 MT316 A. WOOD CONNECTORS/ Simpson Strong -Tie FL820-R2 see chart FL10456 Twist Strap ANCHORS USP Structural Conn. MTS20 see chart Twist Strap B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Plod, Versa -Lam SP FL1644-R2 NIA PA51 FL11476 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Stud Plate Tie SPT24 Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A SPT4 FL821-R1 Lott's CP Lintel FL12045 N/A ET Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 NIA HD Titen FL2355-R3 Powers Steel, Inc. Power Box Lintels FL6264-R1 N/A The products listed below did not dernonstrate product approval at plan review. I understand that at the time of inspection of theseroducts, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the p i the ems s performance characteristics which the product was tested and certified to comply with, 3) copy of til applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -717-846-37-17 Simpson & USP Cross over Chart with Product Approval � u rubors Florida Product USP Product Simpson Produc Number Approval Product Description Number Number Florida Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-R1 ABU44 FL10849 Adjustable, Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie AIfA wall-` t Jtp''�: r H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 o Embedded Truss Anchor HTA 1 6 F L82.1 -R 1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Trlrss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor IT - IT Vented 16' HSURIL410 FL10655 Heavy Skewed U Hanger Quar le 4 Inch Solid Soffit O HTS16 FL10456 Heavy Truss Strap HTVV16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger- LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie L3TA12 FL816-R1 LSTA18 FL10852 Strap Tie L3,TA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LT320B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35XI178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 _ Medium Girder Tiedown MUGT-15 FL1.1910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MT312 FL10456 Twist StrapMTVV12 FL820-R2 MT316 FL10456 Twist Strap _ MTVV16 FL820-R2 MTS18 FL10456 Twist Strap MTVV18 FL820-R2 MTS20 FL10456 Twist Strap MTVV20 FL820-R2 MTS30 FL10456 Twist Strap MTVV30 FL820--R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy _ HD Titen FL2355-R3 Titen Anchor Installing soffit and fascia Please note: Although vinyl soffit's are manufacturer) with the same exacting standards as ail vinyl products; UV Inhibitors are not added to the vinyl formulation as spirits ale nut exposed to direct sunlight. For this reason, vortical or horizontal installation of sulfils on walls Is not recommended and cannot be guaranteed. Installing trim - Option A Whoa fascia is applied without exposed nailing. 'r^!ah open cave: secure F ,hannel to the exterior of filo fascia with the top leg resting against the boltunl of tie board. Serino Fchannel cn wall, level with the F -channel on the fascia. Witt closed eave: Use a J -channel in place of the Fchannel at the yell. Secure all channels every 12" on center, in center of nail slots. Installing trim - Option B When sulf t only is applied, or when fascia panel IS secured to underside of wood fascia. With open eava. Secure F -channel to the wall and to the lnsido of the fascia board, level with each other Cut out back of channel to fit around rafters, if neuded. With closed cavo: Substitute J -channels for the F -channels. Secure all channels in the center of the nail slots, 12" on center. In,ralling soffit 1. Mea,ur c: the rlsanabetween U'G iiu f them Ida and ouNdu tuns Allow 114" per side for expansion and cut the panels to length. Insult panels Into hints. Fur eaves over 18 in aidth, you will need to install intermediate balling supports to keep the soffit front sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use on F-channul or J -channel at comets of ttu overhang to properly finish file m;lallation. 4. When solos meet at a currier, the joint can either be diagonal (mitered) or Squaw (both Illustrated) Both methods arc made with J-rhanncl or FI -channel. +C7 v " Diagonal trim use I' - �- r Steighl tins use (J-�harneh H charl>rl •7 KAYCAN'" ICC -ES Evaluation Report ESR -1495 rteissuod November 1, 2006 this report is subject to re-examination in two years. www_fcc=esord 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07400- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802)048-7010 www.kavcan.corn EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUAIION SCOPE Compliance with the following codes: u 2006 International Building Codo" (IBC) 2006 International Resrdenflul Code' (IRO) c 1997 Uniform Building Coda', (UB(;) ■ BOCA' National Building Code/1099 (BNBC) 1999 Standard Building Code" (SBO) Properties evaluated: n Exterior velleer • Wind resistance 2.0 USES Kaycan PVC Siding Is used as an extenor veneer and as closure material on the underside of exterior root eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Sitting is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements ofAS'rM D 3679. The siding is used as an exterior wall covering over solid :;loathing and as soffit. Thu siding has a plait- or wuod grain texture and is avuilable in variola colurs with matching trim, comors, and starter slips. The panels are a min mein of 0.040 inch (1 nun) thick. Lengths range from I U to 12.5 taut (3040 to 3810 nun). Panels aro formed with an upper edge having nail slum and a lowcredge thathooks into the upporodgo oftho lowercourso. The siding Is produced in different piufldS as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of lhu siding, including the panels, Cumuli, starter Strip-,, trim and other accessary Rents, shall be hh accordance with tto manufacluler s published installation h0rucfiuns, the applicable code and this repur!. In the ovent of a conllicl P published installation instructions belweenlhomanudulu � r,r'^- ..p tnso „ anrt this report, this report. shalt goveur. A copy of the manufaclurora published installation instructions shall hu wt the jobsite at all times during installation. Solid sheathing and a water -resistive barrier shell be provided behind the siding, as required by the applicable code,. I hu allowable wind loads aro as noted in the prescripfive lequirulnunto of the applicable code. See Sechun 4.2 for upplicalionu in execs, of the prescriptve requirements or where tilt) applicable code dogs not provide prrscr'ptivo wquirmnenls. 4.2 Wind Resfslacu: Design wind pressures must be dulonnlnud in of coldance the IBC oB. BC or DNDC or Section with Chapter 16 of t , U 301.2.1.1 otlhe IRC. hs areas where the basic,ind speed (3 - second gust do not exceed 100 mph (45 m/s) (80 miles per hour (36 ruts) (fastest mile) under Ilia UBcJ, and Ilia building height is eFs than or equal to 4U feet (12 192 nun) in Exposure- C Brous, Installation must comply with the pwscriptivu mquhenionts of IBC Section 1405.13, BNBC Section 1400.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions ca fuicing the IRC, installation much comply with the proscriptive requ:mmunls of IRC Section RIU3.4 for areas whore the basic wind spool (3-secund gust) is loss thin 110 mph (49 rids) in Expusuro B, and does not excoud 90' mph (40 rn/s) in Exposure C or 0 mph (37 mis) in Exposure D. For applications m excess of the prescriptive requiromenls, the design must be in accordance: with IRC Section R301.2.1.1. For applications in excess of the prescriptivo mqunonhenls, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psi (2107 Pa) under lire UBC) when attached to a code -co nplyhhg, minimum 'Is inch -think (10 rum), structural -stool OSB sheathing. The Siding shall be atlachad wif l 1'li inclrlung (38 nun), J/a inch-dionhetur-hoar/ (10 mm),'/a Inch-diarnolor-shank (3 mm), corrosion -resistant roofing nails spaced 6 inches (152 atm) on center. The Structural sheathing and framing to which the siding IS attached are outside the scope of this report. lr:e••.Fy'P:nJ:,urro,.fi1v111�•vr.,,nr rt) Ga.o,111,,..1 ... ........m.... rddrev u, u9rad,.n.m,e,e.s„r,c,6Kdpan11,"'N, -.1, -, w r Ihy w ec"'1"n.dw c, /, IJc.1ry th-,,w"ru,a, .„/, r r "...... we, y XCr"d-1..,, S.,+kr b", "p,- .r,»rrrq ar rr ... 1- :11, h, 1hi, ,, ur e, yr' J.... , mr -1 h, c. C.Pyipht0200H Yaps• 1 ort am!- - rax 717 846.0355 717-646. Fax 717-8,16,0355.3747 HR Engineering, Inc. HR Engiriecrin.g, Inc - 1418 E. Market at ; suite B 1418 E. Market St., Suite B York, PA -17.403 York, PA 17403 "Lf1 January 2009 Nick Thoinpison, Product M n ger- 5,idin . B 1de}tits Associated Materials, LLC , 3773 State Road Cuyahoga Falls, Ohio 44223 KE: 1`h ridal Evaluation, Coventry Vinyl SLdhla; FHC 2007 Duu Nlr.`fincinlpson; The followinW, Associated Nltterials vinyl siding product; Coventry has brien tested and analyzed iu coniforinance, with A,i` NI D 3079.05 as required by Florida Building Code Z007, paragraphs 1404.9 and/ 1=105,13, plus Florida Residtantial Codc 2001, paragraph 70;.)1 6huctural testing to A STn4 D 5206, is required bµ ASTM D 3679, was done at Architectural Testing, Inc. and is repelled in 77945.01-109-40 and 82337.01-109-40. Testing was dune for Alside, Inc., which [s owned by Associated Materials. I.I.C. Coventry Vinyl siding is produced ill 5 configuraliws, Dotlbl.e 5", Dorjbb_ 5" Dutchlap. Uouble 4", Double -l" Dutchlap, and Triple 3"; all with if thickness of 0.042" A s(rrngtheuing, feature of this product IS that it has a "rolled edge nail heui", which forms a dauhle thickness at the nail horn edge. I HaveF,frfarr'ted a combination of rational and eginparative analyses ort this product, whirl)."1Detudi.s the mandatory requirem.ent3 6f Annex A1.2.1 Jn A�TDd D 3679 Tn$iallariou Ti l$t be over 5/8" minimunin nailable shealhing or Ili" minimum plywood. iris hilfiftlare fasteners must be r4ufing nails with ;icy" diameter head, I/8" diameter shank, and a mihiulirnn length of 1-5/8". The allowable design wind pressure;; for all 5 Confi:gurationS including Double Fr", Duuble 5" Dutchlap, Double 4"', Double 4" Dutchlap, Anti Triple 3" are -1-/-173 psf for 8" stun spacing, T/-115,3 psf for 12" stud spacing fnrd. l-86.5 psi for 16" stud ,pacing. in order to lichicve these pressures, all stuck must It i%; mails in them and all nails rnustbe in studs. The above vaPhes call'be- compared din+city to file required wind loads, in Chapter 16 of the: Flrillda Bundling Code. 1 trust that this inf0rmeti0n is sufficient for the project needs. If there are any questions about this iepoin, or if anything additional is required, please advise Ine. sincerely yoo,urs: r C/L-U'ev/l, Allen N. Reeves, P.E. Structtn'al Lngin3er - - A.NR;anr litda License No. 19354 - f c: 09010005 er 22 January 2009' 'red L3errnafl, P..1:, Adttliflisfrator, Florida Building C radio Conlifli ,siun Tcd Bern'tan and Associates,, LLC. 925 41st Street, 5ulte 10.4 NI iami Beach. Florida :33140 ft E: Certification o€ ]hdependenc2 Dear %1r. Eterrnan; In Cori fprrnafree with Rute 91r-72.110, F.A.C. "Criteria for Certification of Independence". I offer the following. I am if registered professional engineer in thestale of Florida with Itcaose rruniholi 19354. 1 work in a two fici consulting structural engineering firm, '•Illi E;nginecrin;. Inc. of which lain the rnaiority owrwr. Ili illy work perfornning tut evaluation, L do not have, nor will 1 ac,quir:, a financl';al. interest ja any company manufactilcing car distributing prpdue(s for which the repurls are beitag issued. In illy work performing fin evaluation, I d(I IKA IWVv , 001 Will I aC([Uite, n finllincial. interest in any other entity involved [n the approval process of 1110 praducr. ) trust that [his is sufficl'£lrlt for the Florida Building Cada C curilniasiOn's requireonvi ts.. If tha:re ale orny,questiuns about this Ccuificatiou of i❑dependclic% of, if allythille addariunat IS rerJutrBd, litease advise uh(t. iucerely Yom's; HR Fllgfne.rirng, Inc. G"Ifl-I h_ 11 their N Reeves, P.li. Ch,el L.rl�(rlc'v'I' A`dE<).hnr CC:\s=,=turd Materials, I,I,C Oti01000'i Installing soffit and fascia Installing fascia 1. Install an undersill trim at the lop of the fascia board. 2. Measure distance from the bottom of the F channel to the top of the undersill trim, and then aubfiad 114" fur cieu1011C6. Cul panel to width. 3. Porforato the cut edge using snap -lock punch approximately every 9", onsuring the "labs" face outward. 4. Flack the leg of the fascia panel over the F -channel, and snap the tabs into the undersill [rim. If soffit is not being installed, hook the fascia directly over the fascia board, An alternative to snap -lock punch allachment is to slide the top of the fascia behind metal drip edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 11.2' tab to be inserted into overlapping panel. 2. Overlap 3/4" (half the distance of the notch), 1 111=0 111 1 rrl Fascia installation --.i �---- a^a• Saenap avid, Fascia uverlapping Capping fascia ........... 1 ry Illake cQuier haps, cut a piece ofvinyl fascia that Is 5 1i2" long. (J7f0.0,itl� 10. - U" r �- �' .•'' fGharV7Cl / 1,2, _ 6'• 45' unglo on either side. Dou61e 5 inch HQdzontal 12'- 0" 0.5 Elcgunco 3. Use a hand coamerof metal straightedge to fold fusclo piece 12' - U" .`--- Loi Duulilu 5 incl Vertical AIfA wall-` t Jtp''�: r ;tri v4io i Option A Nvwpull Slagle 6'1, indl Horizontal A.ill \ 4. Wing a snap -lock pwleh, make labs just below the top edge of the f1lw r15ua � fir"(,x• ocean Park Cora i E ) cl r r.nI Plat purr Swiw DA 1" face outward. Install Conner cap by Plm num Solea, D-1 cutch Lap L � r locking the bulbul over the existing p Triple 3Inch Hunzciatal ("Pliy Preva Fchannel and snapping the lop n Option B +C7 v " Diagonal trim use I' - �- r Steighl tins use (J-�harneh H charl>rl •7 KAYCAN'" ICC -ES Evaluation Report ESR -1495 rteissuod November 1, 2006 this report is subject to re-examination in two years. www_fcc=esord 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07400- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802)048-7010 www.kavcan.corn EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUAIION SCOPE Compliance with the following codes: u 2006 International Building Codo" (IBC) 2006 International Resrdenflul Code' (IRO) c 1997 Uniform Building Coda', (UB(;) ■ BOCA' National Building Code/1099 (BNBC) 1999 Standard Building Code" (SBO) Properties evaluated: n Exterior velleer • Wind resistance 2.0 USES Kaycan PVC Siding Is used as an extenor veneer and as closure material on the underside of exterior root eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Sitting is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements ofAS'rM D 3679. The siding is used as an exterior wall covering over solid :;loathing and as soffit. Thu siding has a plait- or wuod grain texture and is avuilable in variola colurs with matching trim, comors, and starter slips. The panels are a min mein of 0.040 inch (1 nun) thick. Lengths range from I U to 12.5 taut (3040 to 3810 nun). Panels aro formed with an upper edge having nail slum and a lowcredge thathooks into the upporodgo oftho lowercourso. The siding Is produced in different piufldS as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of lhu siding, including the panels, Cumuli, starter Strip-,, trim and other accessary Rents, shall be hh accordance with tto manufacluler s published installation h0rucfiuns, the applicable code and this repur!. In the ovent of a conllicl P published installation instructions belweenlhomanudulu � r,r'^- ..p tnso „ anrt this report, this report. shalt goveur. A copy of the manufaclurora published installation instructions shall hu wt the jobsite at all times during installation. Solid sheathing and a water -resistive barrier shell be provided behind the siding, as required by the applicable code,. I hu allowable wind loads aro as noted in the prescripfive lequirulnunto of the applicable code. See Sechun 4.2 for upplicalionu in execs, of the prescriptve requirements or where tilt) applicable code dogs not provide prrscr'ptivo wquirmnenls. 4.2 Wind Resfslacu: Design wind pressures must be dulonnlnud in of coldance the IBC oB. BC or DNDC or Section with Chapter 16 of t , U 301.2.1.1 otlhe IRC. hs areas where the basic,ind speed (3 - second gust do not exceed 100 mph (45 m/s) (80 miles per hour (36 ruts) (fastest mile) under Ilia UBcJ, and Ilia building height is eFs than or equal to 4U feet (12 192 nun) in Exposure- C Brous, Installation must comply with the pwscriptivu mquhenionts of IBC Section 1405.13, BNBC Section 1400.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions ca fuicing the IRC, installation much comply with the proscriptive requ:mmunls of IRC Section RIU3.4 for areas whore the basic wind spool (3-secund gust) is loss thin 110 mph (49 rids) in Expusuro B, and does not excoud 90' mph (40 rn/s) in Exposure C or 0 mph (37 mis) in Exposure D. For applications m excess of the prescriptive requiromenls, the design must be in accordance: with IRC Section R301.2.1.1. For applications in excess of the prescriptivo mqunonhenls, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psi (2107 Pa) under lire UBC) when attached to a code -co nplyhhg, minimum 'Is inch -think (10 rum), structural -stool OSB sheathing. The Siding shall be atlachad wif l 1'li inclrlung (38 nun), J/a inch-dionhetur-hoar/ (10 mm),'/a Inch-diarnolor-shank (3 mm), corrosion -resistant roofing nails spaced 6 inches (152 atm) on center. The Structural sheathing and framing to which the siding IS attached are outside the scope of this report. lr:e••.Fy'P:nJ:,urro,.fi1v111�•vr.,,nr rt) Ga.o,111,,..1 ... ........m.... rddrev u, u9rad,.n.m,e,e.s„r,c,6Kdpan11,"'N, -.1, -, w r Ihy w ec"'1"n.dw c, /, IJc.1ry th-,,w"ru,a, .„/, r r "...... we, y XCr"d-1..,, S.,+kr b", "p,- .r,»rrrq ar rr ... 1- :11, h, 1hi, ,, ur e, yr' J.... , mr -1 h, c. C.Pyipht0200H Yaps• 1 ort am!- - rax 717 846.0355 717-646. Fax 717-8,16,0355.3747 HR Engineering, Inc. HR Engiriecrin.g, Inc - 1418 E. Market at ; suite B 1418 E. Market St., Suite B York, PA -17.403 York, PA 17403 "Lf1 January 2009 Nick Thoinpison, Product M n ger- 5,idin . B 1de}tits Associated Materials, LLC , 3773 State Road Cuyahoga Falls, Ohio 44223 KE: 1`h ridal Evaluation, Coventry Vinyl SLdhla; FHC 2007 Duu Nlr.`fincinlpson; The followinW, Associated Nltterials vinyl siding product; Coventry has brien tested and analyzed iu coniforinance, with A,i` NI D 3079.05 as required by Florida Building Code Z007, paragraphs 1404.9 and/ 1=105,13, plus Florida Residtantial Codc 2001, paragraph 70;.)1 6huctural testing to A STn4 D 5206, is required bµ ASTM D 3679, was done at Architectural Testing, Inc. and is repelled in 77945.01-109-40 and 82337.01-109-40. Testing was dune for Alside, Inc., which [s owned by Associated Materials. I.I.C. Coventry Vinyl siding is produced ill 5 configuraliws, Dotlbl.e 5", Dorjbb_ 5" Dutchlap. Uouble 4", Double -l" Dutchlap, and Triple 3"; all with if thickness of 0.042" A s(rrngtheuing, feature of this product IS that it has a "rolled edge nail heui", which forms a dauhle thickness at the nail horn edge. I HaveF,frfarr'ted a combination of rational and eginparative analyses ort this product, whirl)."1Detudi.s the mandatory requirem.ent3 6f Annex A1.2.1 Jn A�TDd D 3679 Tn$iallariou Ti l$t be over 5/8" minimunin nailable shealhing or Ili" minimum plywood. iris hilfiftlare fasteners must be r4ufing nails with ;icy" diameter head, I/8" diameter shank, and a mihiulirnn length of 1-5/8". The allowable design wind pressure;; for all 5 Confi:gurationS including Double Fr", Duuble 5" Dutchlap, Double 4"', Double 4" Dutchlap, Anti Triple 3" are -1-/-173 psf for 8" stun spacing, T/-115,3 psf for 12" stud spacing fnrd. l-86.5 psi for 16" stud ,pacing. in order to lichicve these pressures, all stuck must It i%; mails in them and all nails rnustbe in studs. The above vaPhes call'be- compared din+city to file required wind loads, in Chapter 16 of the: Flrillda Bundling Code. 1 trust that this inf0rmeti0n is sufficient for the project needs. If there are any questions about this iepoin, or if anything additional is required, please advise Ine. sincerely yoo,urs: r C/L-U'ev/l, Allen N. Reeves, P.E. Structtn'al Lngin3er - - A.NR;anr litda License No. 19354 - f c: 09010005 er 22 January 2009' 'red L3errnafl, P..1:, Adttliflisfrator, Florida Building C radio Conlifli ,siun Tcd Bern'tan and Associates,, LLC. 925 41st Street, 5ulte 10.4 NI iami Beach. Florida :33140 ft E: Certification o€ ]hdependenc2 Dear %1r. Eterrnan; In Cori fprrnafree with Rute 91r-72.110, F.A.C. "Criteria for Certification of Independence". I offer the following. I am if registered professional engineer in thestale of Florida with Itcaose rruniholi 19354. 1 work in a two fici consulting structural engineering firm, '•Illi E;nginecrin;. Inc. of which lain the rnaiority owrwr. Ili illy work perfornning tut evaluation, L do not have, nor will 1 ac,quir:, a financl';al. interest ja any company manufactilcing car distributing prpdue(s for which the repurls are beitag issued. In illy work performing fin evaluation, I d(I IKA IWVv , 001 Will I aC([Uite, n finllincial. interest in any other entity involved [n the approval process of 1110 praducr. ) trust that [his is sufficl'£lrlt for the Florida Building Cada C curilniasiOn's requireonvi ts.. If tha:re ale orny,questiuns about this Ccuificatiou of i❑dependclic% of, if allythille addariunat IS rerJutrBd, litease advise uh(t. iucerely Yom's; HR Fllgfne.rirng, Inc. G"Ifl-I h_ 11 their N Reeves, P.li. Ch,el L.rl�(rlc'v'I' A`dE<).hnr CC:\s=,=turd Materials, I,I,C Oti01000'i Installing soffit and fascia Installing fascia 1. Install an undersill trim at the lop of the fascia board. 2. Measure distance from the bottom of the F channel to the top of the undersill trim, and then aubfiad 114" fur cieu1011C6. Cul panel to width. 3. Porforato the cut edge using snap -lock punch approximately every 9", onsuring the "labs" face outward. 4. Flack the leg of the fascia panel over the F -channel, and snap the tabs into the undersill [rim. If soffit is not being installed, hook the fascia directly over the fascia board, An alternative to snap -lock punch allachment is to slide the top of the fascia behind metal drip edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 11.2' tab to be inserted into overlapping panel. 2. Overlap 3/4" (half the distance of the notch), 1 111=0 111 1 rrl Fascia installation --.i �---- a^a• Saenap avid, Fascia uverlapping Capping fascia PROFILE LENGTH ry Illake cQuier haps, cut a piece ofvinyl fascia that Is 5 1i2" long. fJ+� 10. - U" 1. Mark tile vertical centerline on the back of the piece. ^' t thrs?1-pr l t,a, r' 12'- 6'• 2. Gut a 9U" section of Ulu bottom flange from tho center, leaving if / 1,2, _ 6'• 45' unglo on either side. Dou61e 5 inch HQdzontal 12'- 0" 0.5 Elcgunco 3. Use a hand coamerof metal straightedge to fold fusclo piece 12' - U" .`--- Loi Duulilu 5 incl Vertical 7raprvkpuad alung vertical centerline to make a right-angled comur. v'arn sl?e t Jtp''�: r ;tri v4io i 12'- 0" Nvwpull Slagle 6'1, indl Horizontal 4. Wing a snap -lock pwleh, make labs just below the top edge of the f1lw a! I)` fir"(,x• ocean Park Cora corner cap, making sure that tabs 121. u" Plat purr Swiw DA 1" face outward. Install Conner cap by Plm num Solea, D-1 cutch Lap Double 4 Indi 1 -10 -ata Dutch Lop locking the bulbul over the existing p Triple 3Inch Hunzciatal ("Pliy Preva Fchannel and snapping the lop n 12'- 0" Fascia capping edge. into the undersill trim 1-3 Classic rt.iptu 3 inch f urizuntul Dutch Lap 12' - U" - Trlplo 3 inch Harizon;ul .trf Vented a" Uouble 4 inch Perforated SIR KAYCAN "' ESR -1495 i Most Widely Accepted and trusted Wind ruslslance of the soffit panels is outside Wu scope of this reparl. 5.0 CONDITIONS OF USE [tie Kaycan PVC Siding described in this repur t complies with, or is a suilablo altbnhative to what Is specified In, those codes IL^led In Section 1.0 of this !upon, subject to Ilse following conditions: 5.1 The siding is limited to installations on buildings of Typo V -B (IBC), Type 5B (BNBC), Type VI (SBC), and Type V -N (UBC) construction, and to construction permitted by the IRC, a:; applicablu. 5.2 'rho exterior walls shall bo braced or sheathed to resist racking loads with approved mutorlols In accorduncry with of Ole applicable code. 5.3 Tho siding shall be installed only on oxlorior walls over Solid sheathing copable of residling design what pressures both pusitive and negative. The sheathing shall be covorod with a water-rusislivo borrlor, at; required by lire applicable codu. Page 2 of 2 5A '1lie siding is manufactured in Richford, Venncnl, undur a quality control program with inspections by Archiledural'Tesing Inc. (AA -07(3). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published installation instructions. 6.2 Data in accordance with Ilia ICCPES Lvalualion Guideline for Vinyl Skiing (AC37), dated October 2008. 6.3 Ouality documentation in accordance with the Acceptance Criteria for Quality Documentation (AC1U). 7.0 IDENTIFICATION '1 -hu Kaycan PVC Siding described In Ihis report &hall be Idunfiried by a stamp boaring the Kaycan Ltd. name and/or trademark, the product type, llw stlarnunl 'Conforms to ASTNt spacilicalion D'J079,' lila stalcuhent"Conforms to UBC Standard 14-2", Ile nar1W of tilt) inspection agency (Atchlloctural TO. 119. Inc.), Und Olt evaluation mpoll number (ESR -1.195). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH bemd & Ball- S'nuie 7 inch Vertical 10. - U" D-4 AvaaU Duublu 4 inch I lcrizvntal Dutch Lap 12'- 6'• U-4 Marquis Duublu 41neh Hu,i< alal 1,2, _ 6'• _ U-5 Contessa Dou61e 5 inch HQdzontal 12'- 0" 0.5 Elcgunco Uouble 5 Inds Harlmntal Dutch Lap 12' - U" 0-5 Vonwi Duulilu 5 incl Vertical 10' - U" Lewiston 0.01- 1.5 inch HVriacnlal 12'- 0" Nvwpull Slagle 6'1, indl Horizontal occur Purl, swul Doublo 4.5 inch I f.iizenta ocean Park Cora Duublu 4.5 inch Horizontal 121. u" Plat purr Swiw DA Uuublu 1ind. 11ell2e,Aal Plm num Solea, D-1 cutch Lap Double 4 Indi 1 -10 -ata Dutch Lop Platinum Sones l-3 Triple 3Inch Hunzciatal IT -0" Preva D -U 4.5 inch I led-ma1 12'- 0" Slurry Uouble 4.5 HurizonWI 12'- 0" 1-3 Classic rt.iptu 3 inch f urizuntul Dutch Lap 12' - U" T -J rlulizulhrl Trlplo 3 inch Harizon;ul 12'- 0• Vented a" Uouble 4 inch Perforated SIR 12'-()' Vented t0" Uouble 5 inch Perforated Soffit 12' . a" .".olid 10" Double a indl Sulid Svfill 12'- 0" center Vented 12"7Solid 12" Triple 4 inch Partially Performed Soffit IT - IT Vented 16' quadruple 4 Inch Perforated Sell.( 12' - n" Solid 16" Quar le 4 Inch Solid Soffit O ICC EVALUATION SERVICE, INC. Ev Iuarc + Infomt • Prutccr Lee dngda dwineae/Rcyional Office • 5360 Workman Y1ift Rood • WNW,,, CA W601 (562) 6920547 phone • (562) 695 4694 fax Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc„ is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued, (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process /of�the product. itsc 4(W',' n Nn Noss. - President [CC Evaluation Service, Inc. 8vnn.ruA.a`°°'1 Offk• IJ60 W,,tn,an N II R,,3J, W<r. lun Crlro,n-, `,0601 0611 599.0311 ww,v.ICC-d.Ory` I R.,ion,l Or(ie1 no Hun, 614, Av,J. Sure A, 9n," nyh,m. AlI na 33213. (303) 599:x700 R.alnna Om.. • 1031 W.,r Fl,.,,,,,o,.. Ra,J. !'•w„r„ Clvh W4, Ill0117. (701) 199.1305 O Cll u-) U �o4­J7D � o M 1 -C3 Q� � (2)(n tR O _0 .- O ca- = Q O .� LL CC3 O ��. O CC5 � � Q Z W J SHEET N0, PA 1.a i M 1 • 1 SHEET N0, PA 1.a ,a.. u .:�_,� it a- rY -n . i rz. _ r")m 4t L Jh F^ `MdMi n ..i'f k(IEGI ,.. � T, un ( 'rx, Tt{ a � J#Nd': A d. �.. ♦ z„ R 1 m f dt .. # n xi9 E r tt ), J t ­ �! rC P I � a i , .. 3 fes. r I� f 1 f:tl 1 )I J1aa � 3a, R I An m>� «Nn 'O L l 'f 85 ' EEL ..-._ice' ,-I-Vta .-_--__._ -- 6184.1 �i r r ry a srro12,100 ,. �'r.It��r,:,ar,urU diE.-..��,i,vafuu .fF,Wa,hn LC�G4afa LaSr � acP:U]Oon I not rUJ<a 5ua,nl5-clyrga , stat: SGac L- # Cucata,c i %Oct iWn I 9.^.le sM1C McU' Lrk: :c]rCil j �­ Product App,.val If :UarR Paul, L•wY 'moi.,{?r,.[L.L.- Address/Phone/Email A ppr.vcd fu, u. olid. HVHZ: Yes Verified Oy: Lyndon F. Schnuill, P.E. 43409 1a_Mr•,Ek, :,,�L,nIL..rip.'d,uR,H•/r-<�I,,tc,o LLL > Ipplic,lian ort>a Exterior Doors FL J F1.6184 -R1 Swmging Exterior Duo, A,S?Illblle5 Application Type Revision Evaluation Report from a Florida Registered Architect Code ver Ston 2007 Florida professional Engineer Application Status Approved S Evaluation Report - Hardcopy Received Comments Florida Englnaer or Architect Name who developed Lyndon F. Schmidt Archived IF siderite protection•• Drawing no. protection--) . FL -6184.2 regarding 7 7 g Product Manufacturer Plastpro Inc. / flanya Plastics Corp. Address/Phone/'Email 5200 W CENTURy BLVD. National Accreditation and Management Institute _ _ _ Li mita of Use Installation Instructions LOS ANGELES, CA 90045 12/31/2012 Party: Yes .111'...111'..Rasiawnr. '!e, Created by Independent Thirdr[ a y (1110) 969-9173 Ext 16 Ryan 1. King, P.E. ad Eltonal use I"'n'tions,'Tallallnn Instructions and Created by Independent Third Party: Yes ronoconnall9plastproinccom Authorized Signature Ron O'Connell Certificate of lndepmndunce FL6t 4 RI COt CSRT OF INOEpEf(q ENCF HOT ronoconnallgplasharolrl Referenced Standard and Year (of Standard) Technical Rep,esentative �.. FL # Address/Phone/Elnall .-_--__._ -- 6184.1 ..-_--,......._ -------- — a. Ulstm Ction Scales Up t,, 3'13 x 6'8 Opaque Single (%) inswing or OutswIng Quality Assurance Representative Fiberglas Door _ Limits of Use Installation Instructions Address/Phone/Email A ppr.vcd fu, u. olid. HVHZ: Yes Verified Oy: Lyndon F. Schnuill, P.E. 43409 Thin Party: Yes , d Independent d mated U l n e c D inn act Ke sistenU Yes Y P Category Exterior Doors additional use Ilm tations, installation Instructions and Created by Independent Third Party: 'fes Subcategory Swmging Exterior Duo, A,S?Illblle5 G1U4.2 Compliance Meth Od Evaluation Report from a Florida Registered Architect or a Licensed FL6184 R1 If. H151.P1.$9 6.odf Florida professional Engineer Limits of Use .._-- ���.._. �--'--_--"-"'-- Installation Instructions Approval fur u.; n HVHZ: No FI6104 Rt fl INS_S_ r 18418•IJ11df S Evaluation Report - Hardcopy Received Impact Resistant: Yes Created by Independent Third Party: Yes Florida Englnaer or Architect Name who developed Lyndon F. Schmidt additional use limitations, installation instructions and Created by Independent' Third Party: Yes the `Evaluation Koport siderite protection•• Drawing no. protection--) . FL -6184.2 regarding 7 7 g 618' 3 Florida License PE -43409 Utilizing lira Li ' TI h •II a Glazier installed U (XO or Ox) Tile 5 JL L 19 V Qu allty AssuranCa Entity National Accreditation and Management Institute _ _ _ Li mita of Use Installation Instructions Qn:,, 1 y As5w ince C.onhact Exph',dloo Date 12/31/2012 Party: Yes .111'...111'..Rasiawnr. '!e, Created by Independent Thirdr[ a y Validatud By Ryan 1. King, P.E. ad Eltonal use I"'n'tions,'Tallallnn Instructions and Created by Independent Third Party: Yes r ars. •"sea central Note 3 shoat 1 of product artful. ( P p is Validation Checklist - HardcOP'/ Received 618•6184.4 Certificate of lndepmndunce FL6t 4 RI COt CSRT OF INOEpEf(q ENCF HOT Sidelites (UXU)'[no Sldellte G1aiin9115tallad U[II zR9 the Referenced Standard and Year (of Standard) Stn. din Iaal. Approved for use IF, HVHZ: No L0114 R1 nl1tIST G184.4.JL4f 101/1.5. 2 1997 Design Pinson.: N/A Evaluation R.P.rts 101/LS.2/NAFS 2002 Pruduct particulars. ('-*See General Note 3 sheet 1 of ASTM E1886/E1996 2002 to 3'0 x 0'8 Opaque Fiber lass Single I).., with e. Distinction Series UV9 9 AS IM E330 200-' Lip Lite Screw Frame. —_ _-___. TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option U Date Subinitted 10/03/2000 Date Validated 10/06/2008 Date Pending FBC Approval 10/19/2003 Date Approved 12/10/20013 Sumnnary of Products �^ �.. FL # Model, Nunrbur or Nam. vo scriptiun _... .. .-_--__._ -- 6184.1 ..-_--,......._ -------- — a. Ulstm Ction Scales Up t,, 3'13 x 6'8 Opaque Single (%) inswing or OutswIng Uesigo Pressor.: N/A Fiberglas Door _ Limits of Use Installation Instructions Approvcd for as. in NVHL: rlo FL6184 R1 Il_INST G184.1.pdf A ppr.vcd fu, u. olid. HVHZ: Yes Verified Oy: Lyndon F. Schnuill, P.E. 43409 Thin Party: Yes , d Independent d mated U l n e c D inn act Ke sistenU Yes Y P Evaluatwa Reports , Nressurn: NIA N Desig , _ f - 4 R AE EVA[ 6184.!, d 1 Presvre Ratio s any FL'19 l p Other: See INST 6194.1 for D?5101 9 Y additional use Ilm tations, installation Instructions and Created by Independent Third Party: 'fes product particulars. — G1U4.2 b. 'otic , serle,� Up to 3'0 x G'8 Opaque Fiberglass Single Door with Sldellte Inatallatfon Instructions • a Utilizing the Sha T I lite Glazing Installed Ul z XD or OX The 5 de 9 D ( g FL6184 R1 If. H151.P1.$9 6.odf Frame. u._ Limits of Use .._-- ���.._. �--'--_--"-"'-- Installation Instructions Approval fur u.; n HVHZ: No FI6104 Rt fl INS_S_ r 18418•IJ11df Approved for use outside HVtIZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Evaluao n Reports Pressure: NIA tl .11Design Other. 5?? 1NS1 6184.2 for Design Pressure Ratings, any FI6184 RI AE EVAL 618•i.2.odf additional use limitations, installation instructions and Created by Independent' Third Party: Yes product particulars. ("See General Note 3 $hast 1 of siderite protection•• Drawing no. protection--) . FL -6184.2 regarding 7 7 g 618' 3 I r Yvlth Sldell!e '0x6'8Opaque Fiber lass Single Doo U to 39 9 Distinction Series D ______,_J 6184.7 Utilizing lira Li ' TI h •II a Glazier installed U (XO or Ox) Tile 5 JL L 19 V Up to 610 X0'8 Opaque Fiberglass Double Dao!' with Lite Screw Frame. _ _ _ Li mita of Use Installation Instructions Appruvud for use in HVHZ: No FL6184 RUT INST 616,1.3 P41 Approved for nae outside, HVHZ: Yes Verified By: Lyndon F. Sdunidt, P.E. 43409 d Party: Yes .111'...111'..Rasiawnr. '!e, Created by Independent Thirdr[ a y .-igu Pr.ssme: N/A 11-1—tho , Rcpnrto Other: See INST 6104.3 for Design Pressure Ratings, any f4@.14.1 R1 AE_EVAL.5A,L!�� ad Eltonal use I"'n'tions,'Tallallnn Instructions and Created by Independent Third Party: Yes r ars. •"sea central Note 3 shoat 1 of product artful. ( P p Orawdng No. FL -6104.3 re9nrdlny vdahte-.---protection 't-) _. 618•6184.4 d. DL•tlnctlon Series Up to a0 x 6'8 Opaque Flburgla53 Single Doo with Impact Resistant: Yes Sidelites (UXU)'[no Sldellte G1aiin9115tallad U[II zR9 the Design Pressure: N/A SHIP "I'll, _ _ nim,'ts of Usc Installation Instructions Approved for use IF, HVHZ: No L0114 R1 nl1tIST G184.4.JL4f n F. Sdunlot, P.E. 43409 nP{ uved ran .s outside HVHZ: Yes VLrltiL d B : Lyndonnd0 Inpac[ Resistant: Yes Created by Independent Third Party: Yes Design Pinson.: N/A Evaluation R.P.rts 84.4. df R1 A EVALOL -, rA Ratings, an FL5104._._c 2 I n PrsaJ _Rat 84.4 for Design 9 , Y Other: 61 9 additional use limitations, installation instructions and Created by Independent Third Party: Ys l e lira Pruduct particulars. ('-*See General Note 3 sheet 1 of idente protection' 4.4 regarding s ) Drawing rl o. FL -61d g 9 P 6184.5 to 3'0 x 0'8 Opaque Fiber lass Single I).., with e. Distinction Series UV9 9 Sidelits (OXXO) Tire Sldellte Glazing Installed Utilizing the Sldelites (OXO) The Sld?IIIc Glazing installed U[Illzing Ilia Lip Lite Screw Frame. —_ _-___. a '' r yr Fram=_. L i �Lx e P Li n, its of UseY _.._. Approvcd foruse in HVHZ: No ... Installation Instructions [L6184 R1 II.INST 6184.5.pdf AnProv.d in, .,a outside HVHZ: Yes Verified By: Lyndon F. Schmidt, V.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Uesigo Pressor.: N/A Evaluation Reports Other: See INST 6184..5 for Design Pre55LRa Ratings, any FI -6184 RI_A'e_EVAL 6104.5. pfd( addrtlonal rise limitations, Installation Instructions and Created by Independent Third Party: Ye, . ('*See eneral II3 sheet P,oduct particularsG 1 of Drawing Ma. FL -6164.5 regard) ng sidellta protection") arnd� rA S,rS,dMm,,ze,Ir.,r,Lnsm_h,r'IFil..,, .ltyry- , Ayylwkicn petad 6184.6 I. DIStlnLdon `,ries Up to 0'0 x 0'8 Opaque Double (XX) Inswing of Outswing Fiberglass Door Limit. of Use Inatallatfon Instructions Approved for use (m HVHZ: No FL6184 R1 If. H151.P1.$9 6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sehmldt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design p.......: N/A Evaluation R, -parts n Pressers - See INST 6 for Design Vther. S 9 F n, n , fi _JAI ,7 n4 ndf Ratings, s an F 1 184 R2 A_ 9 , Y additional use Ilmrtatlons, Installation Instructions tions lode endant Thud Part :'fes Created b p and Y Y r particular-,. product pa 11_111�'. ______,_J 6184.7 , , I. Distinction Sene> Up to 610 X0'8 Opaque Fiberglass Double Dao!' with FL014 ,KI_COI CERT OF INDEPENDENCE.Pd( Alidress/P.One/E... all Sldelites (OXXV) The 51de1 to Glazing Installed U[Ilizing the Standard Year Frame, ... ,___Strip Limits of Use I,.tallati.n instructi.n. Approved for use in HVHZ: No FLGidil lit 11 INST0184_'J. p{_df Approved for use outside HVHZ: Yes Verified Dy: Lyndon F. Schnnidt, G.E. 43409 Impact Resistant: Yes Created by Ind.pendent Third Party: Yes Design Pressure: N/A Evaluation Rep.," Other. See 1NSr 6184.7 for Design Pressure Ratings, any FL6184_Rl_AE_EVALEVAL618.1.7.odf618.1.7.odf additional use Ilnlltatlons, Installation Instructions and Created by Independent Third Party: Yes product particulars. ("See General Note 3 sheet 1 of Drawing No. FL -6184.7 regarding sidedite protection.') 1994 6184.8 eries - Up to G'0 x 6'0 Opaque Fiberglass Double Door with ET Sidelits (OXXO) Tire Sldellte Glazing Installed Utilizing the ._ Lip Lite Screw Frame. —_ _-___. Li nn its of Use Installation instructions Approved for use in HVHZ: NO FI -6184 R1 11 ItIST 6Jlih.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. SchnlldL, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation R.ports Other: See 1Nsr 6184.8 for Design Pressure Ratings, any FL6184 R1 AE EVAL g.I0A.ILW additional use limitations, installation IllstRictlOn5 and Created by Independent Third Party: Yes product particulars. (a See General Note 3 sheet 1 of Drawing no. FL -6184.8 regarding sidelite protection' 1) __ -� Fad Neu r- 1 r= '' .. A x.J J.41 If �' mm F .13 3 II 1�tI` r k, rr r - 1 •.Y1, Lii 1^ i I )� ) (t11 13 � ip i �� it �t., #q �(jlj( (rq Exterior Doors �If it E t�sl n ).t) k 111" K)(yl it�� PS n 3,1r iH1t 't, x{ 1�C.h`1.dl:u+t ^ntf!3 i i!. rr"',. n.,:talfl-Illt,'I.1Mwul`tc 7#: }Illi Swinging Exterior DoorAssemblies t' P�a� � ill^.li�ry � I �7+ IxR . it , 1.:.1 blrr�iz')aair��a-sr-cat z�' "krl I 1- )n. I 1 m I€uml�n #,f'' n II ,Ia. I .aid. 31,i i :a Evaluation Report from a Florida Registered Architect or a JW'xM' ISG a r f) -,Y+ Y yrs 'N;,E' L #`.? 3.:r.,� d', nt d u{�'. � , nil «0.n.,,,r,:.x«,i,T ,! # acts H.ro ' Log 5, ' V 19 I Hot Tor Ks 5"bm I eolda,yu 1 "rat..&Fall, ; Fubllcat.m I t1c'1ff ) Leis Gk. Plop I Uit. .Litt. I I USER: Pool (i 1- al m Evaluation Report - Hardcopy Received Evaluation Reports 0. Dreasure: N A P Ocs n 1 9 arnd� rA S,rS,dMm,,ze,Ir.,r,Lnsm_h,r'IFil..,, .ltyry- , Ayylwkicn petad Wendell W. Ieney FL # FL8333-R1 _____ _^-_____- othStar" thawing Insulated O a quo Fiberglass Doors tvlth and " i erClasslc' "solo 9 p 0830 .2 b. F b without Side ASS • X XO or OX OXO XX and OXXO Application Type Revision PE -5415U Code Ver;iun 2007 National Aceredltatlun and Management Institute Application Status Approved 12/31/2011 Continents Validated By L.F. Sclunidt, P.E. Archived 11_111�'. iW Validation Checklist- Hardcopy Received Product Manufacturer Tficnoo-Tnl Corporation FL014 ,KI_COI CERT OF INDEPENDENCE.Pd( Alidress/P.One/E... all 113 InduC.trial Drive Standard Year Edgerton, OH 43517 Accepted Engineering Practice 2007 (419) 293-1740 ASTf4 E13U0 2002 sja,person(w'tttechnologis.us Authorized Signature Steve Jasperson created rd Party: Yes r_atAdU Inde endent Yhl Impact Resistant: NO Y P Y p LAS bJZ sja5par5on CcUtttechnologles.us additional use limitations, installation instructions and 1LU3313 R1 AE EVAL 3S03q,4,pdf Technical Representative Addi essrpncne/Emall Quality A$YJri nce Representative Address.Plll Email Category Exterior Doors Dasa Validated Subcategory Swinging Exterior DoorAssemblies 07/1U/20Ua Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 3Xo In H ightOXO, cmdlguratlons up to 6'0 In height) Florida Professional Engineer approved foruse in HVI1Z: Yes FL8838 RL It INST rp 38.1.odF 1 Wendell W. Haney,P.E. 54150 Pira ved for use outside tiVHL Verified D : m Evaluation Report - Hardcopy Received Evaluation Reports 0. Dreasure: N A P Ocs n 1 9 Florida Engineer or Architect Name who developed Wendell W. Ieney product particular. (Plate - ASTM E1300-02 utilized for Created by Independent Third Party: Yes me Evaluaticei Report _____ _^-_____- othStar" thawing Insulated O a quo Fiberglass Doors tvlth and " i erClasslc' "solo 9 p 0830 .2 b. F b without Side ASS • X XO or OX OXO XX and OXXO u to 6'8 In [)eight) 91 ronfl orations P F;Onda License PE -5415U Approved for use outside HVHZ: Yes Vurlhnd By: Wendell W. Haney, P.E. 54158 Quality Ass•Jrance Entity National Aceredltatlun and Management Institute Other: Sea INST 0838.2 for Oeslgll Pre55u re Rati rigs, any 1J 303d Ill AE_ EQ -E94-01) _p -df Quality Assurance Contract ExpolaLiun Date 12/31/2011 Inside the HVHZ) _ Validated By L.F. Sclunidt, P.E. configurations up to TO In freight) Limits of Use Installation Instructions iW Validation Checklist- Hardcopy Received Approved far use-utside HVHZ: Yes Verified By: Wondell W. Haney, P.E. 54153 Certificate .f (dependence FL014 ,KI_COI CERT OF INDEPENDENCE.Pd( Othu: See INST 8838.3 for Deslgll Pressure Icatlng5, any FL8833 Rl AE E12EQ4-_g-_04.pdf Referenced Standard and Year (of Standard) Standard Year 8838.4 Accepted Engineering Practice 2007 vrlthout Sldelites - (X, XO or OX, OXO, XX and OXXO ASTf4 E13U0 2002 --..-__^-••-,___ Linnits of Us. Installation Instructions ASTM E1300 2004 created rd Party: Yes r_atAdU Inde endent Yhl Impact Resistant: NO Y P Y p LAS bJZ 1994 Egsi-.ahrica of Product Standards Certified By S.-NOrls frau, the Cade Product Approval Method Method 1 Option U Date Submitted OG/24/200d Dasa Validated 07/12/2008 Data Pending FBC Approval 07/1U/20Ua Date Approved 09/15/2008 Sunnnary of Products 3Xo In H ightOXO, cmdlguratlons up to 6'0 In height) - - Y1 H13itl:'s I t i_fr.RFnl 1 t t t � "P )"� ru lr �- M FL tl I Model, Numher or Name Description Compliance Method sic' / "Smoothstal' Out5wing Inslat=_d Opaque Fiberglass Doors with and r��___F��` without Sidelites - (X, XX and OXXO m �i!f -a.I l r@`tl ry n 3Xo In H ightOXO, cmdlguratlons up to 6'0 In height) limits of Use Installation Instructions approved foruse in HVI1Z: Yes FL8838 RL It INST rp 38.1.odF 1 Wendell W. Haney,P.E. 54150 Pira ved for use outside tiVHL Verified D : Inde =ndf Put Third partr : 'fes Created b / - tan L• tlo Y P l v xt Rasrs Evaluation Reports 0. Dreasure: N A P Ocs n 1 9 O thn: Sae lYST 8830.1 for Design Press -Ire Ratings, any FL8838 Kl AE EQ --E 84.00-04.udf addhonaf use limitations, Installation Instructions and FI -883I RI AE EVAL 8:8.1 ❑df product particular. (Plate - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Inside the HVHZ) _____ _^-_____- othStar" thawing Insulated O a quo Fiberglass Doors tvlth and " i erClasslc' "solo 9 p 0830 .2 b. F b without Side ASS • X XO or OX OXO XX and OXXO u to 6'8 In [)eight) 91 ronfl orations P Lin. its of Use Installation Instructions App r coed for use in HVHZ: Yes FL§,$33_til II Ih15T 883U 2.pdf Approved for use outside HVHZ: Yes Vurlhnd By: Wendell W. Haney, P.E. 54158 : Yes impact Resistant: No Cr aced by independent Third Polity: Design Pressure: N/A Evaluation Reports Other: Sea INST 0838.2 for Oeslgll Pre55u re Rati rigs, any 1J 303d Ill AE_ EQ -E94-01) _p -df additional usu IlnutaUon,=„ installation ins[,u[tlons and FL8838 Rl at --1-1V 8838.2. ndf r ated b Independent Third Party: Yes -U utilized far C e J roduct particulars. (N. to - AS7f4 E1300 2 Y P P P ( Inside the HVHZ) _ i_._ - --..___ ----- ._.._.-- _.. IIII3_ 6e rla�,Ic' 1"s000thStar" OuLswing Insulated Opaque Fiber lass Doors w--a-n- .3 --c-F.- UX, without Sld?Ile, - (X, XU Or JX, OXU, XX and OXXO configurations up to TO In freight) Limits of Use Installation Instructions App, ovcd for ace in HVHZ: Yes FL8030 Rl_1)_1T{2T 003F.3. -of Approved far use-utside HVHZ: Yes Verified By: Wondell W. Haney, P.E. 54153 Impact Resistant: No Created by Independent Third Party: Yes 0c19n Prc:sure: N/A Evaluation Repents Othu: See INST 8838.3 for Deslgll Pressure Icatlng5, any FL8833 Rl AE E12EQ4-_g-_04.pdf additional use lunrtations, Installation instructions and FLUB -3 Rl AE EVAL 8830.3.Udf product Particulars. (Note - ASTRI E1300-02 utilized (u, Crcato d by Independent endent Thrd Party:: Yes areas Inside the H`JHZ 8838.4 Inewdn Insulated Opaque Fiber la55 Doors with and J. "Finer Classic:' / "Snnooth5tal" y9 Edgerton, UH 43517 vrlthout Sldelites - (X, XO or OX, OXO, XX and OXXO Referenced Blindfold and Year (..f Standard) canf yurehans up to 8'0 in height) _ --..-__^-••-,___ Linnits of Us. Installation Instructions Lsd38 Rl_H_INST 8339.4. df Approved for use In HVHZ: Yes F 88313.4.pdf for ace eutside HVHZ: Yes Verified by: Wendell W. Haney, P.E. 54158 created rd Party: Yes r_atAdU Inde endent Yhl Impact Resistant: NO Y P Y p Design Pressure: N/A Evaluation Reports Other: See INST 8838.4 for Desiyn Pressure Ratings, any FL8833 Rl AE EO -E84-00 04 Ddf i additional use limitations, installation instructions and 1LU3313 R1 AE EVAL 3S03q,4,pdf - Independent Third Par[:' fes 1 - ASTM E3300.02 utilized for Created b' [n e e product ar[culars. Note A J P Y I D V areas Inside tha HVHZ) __- _ _"__.____ - - Y1 H13itl:'s I t i_fr.RFnl 1 t t t � "P )"� ru lr �- M 4A." Ir7i ,(: :;'� � • reit 1 1' N", • 1L.. 711 fl - "' u�$Pu., -�j r....A _ _ .. .. _... '> ` :SilJJilig FalimITI i,,,, Compliance Method _. a,. :. d - .S i-.. ,- .. , . nk aax a 1f _J. ,' JIJasa0 .}�li 1 m c-lsl-,t�i_ Florida professional Engineer m �i!f -a.I l r@`tl ry n LICSHE". ! Logo, I Loci R.gshaua'1 t Hotl'CiO i -`:"Lull-,unmoral 1 Stats&Fac. I POOVotA i FOCSraa I Bela Sae Map I Lida , =.a ch I -,9.'j' Product Approval f�{ P -End tAp_proval WHIUer Florida License .USER: WHe Uc.r Quality Assurance Entity National Accreditation and Management Institute �s_J%s' %a'•" -- : p....L 2L•L"-,,I •.- rir�i2LLflir,,li:,n tiauW a C. •:l _tiny-1..•..n11_S'.•t • APP1ic,tion VclaJ 12/31/2011 FL . FL12441 FL Application Type New FL12441 RU _ (_()I CERTIFICATE OF INJUErPJI)t.(1c;L,pdf Code Version 2007 Code Version Application Status Approved TAS 202 1994 COuunents Validation Checklist - Hardcopy Received Comments Archived ''L& Archived 7roduct Manufacturer Thunna-Tru Curpu,atlon Product Han-fadurer AddliEWPI.-e/Enall 118 Industrial DINO 8585 Duke Blvd. rr - �a7 o.25 Edgerton, UH 43517 Mason, (311 45040 Referenced Blindfold and Year (..f Standard) (419) 298-17.10 (513)770-6062 Created by independent' Timid Party: sjospersoo 0, Uckchnalogis.us m w e Ste`f i e l d (a d o p e y. co m Authorized Signature Vivian Wright Scott Hamilton Design PressurEvaluation Re: +30 PSF/-313 PSF spar is rick'n,yrtvbldgconsultants.mm shanniltoll"giclopay.ciRn Technical Representative rx-AAlt---Woo '.a,.nt of can„nanaMAna,r.< Addrss/Pha n e/Email idI Uaik V Cax r oM Codas and :r„na, ;, muni—CIA 1L:Ll"'I"d Qua:dy Assurance Representative v,, {britt,, J1399.210V a,.,a:, r.. ,air,1„a..,,x address/Phone/Email Category Exterior Door SuDcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ra { .. i(i11117,4lr's 1r cil,Qtr JCiRi ui r 1;+1rr 3 r 1,' _..._. .L.. _.._.klf. ...:fi 1.6��J ft�i.a,s..>li1�T� Florida professional Engineer - r r .. : wt �'EI;�'�..s4Y�`w��:nor..i�l�...>#'..r.'.:«,v,..#'.F.ir,.wiI -.iE"# ilii Evaluation Re poll. - Hardcopy Received Florida Engineer or Architect Houle who developed Lyndon F. Schmidt, F.E. e Evaluation Report me_ f�{ P -End tAp_proval WHIUer Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiradall Date 12/31/2011 Validated By Ryan ]. Kin Y 9, P,E. FL M Validation Checklist - Hardcopy Received Car iffcata of Independence FL12441 RU _ (_()I CERTIFICATE OF INJUErPJI)t.(1c;L,pdf Referenced Standard and Year (of Standard) St Y --- Code Version 101/i.5.2 1997 Gary pruebler TAS 202 1994 Eequivalence of Product Standards Certified By Sections from the Code _ l:, { t.. .3.3:3„ m_c foal,. ..vw�.n r �«r� i•rh'i :.. (.ak. k:l.}�Ifl+ 1J 111. �"�N -•l t E{41 ..'r il i� �/ 1' 1 ..l 1-J +fi ll,A { tf S J }_ Exterior Door a Tal !_ �. a. .: ..,, r. F ,TT,- �-T, c ;tea:, f o t ..F 3 .+n�.1 11iS 3 11't..11n t �. w y 'F1 kI- 4,� # gF r I 8, :, J 1 J'ia1�,�1Ln,{b Sectional Exterior Door Asenlbli?; [ J 1 4 fi 4[11(11 I a .t i OEM r ra { .. i(i11117,4lr's 1r cil,Qtr JCiRi ui r 1;+1rr 3 r 1,' _..._. .L.. _.._.klf. ...:fi 1.6��J ft�i.a,s..>li1�T� Evaluation Report from a Florida Registered Ardlitact or a Licansed - r r .. : wt �'EI;�'�..s4Y�`w��:nor..i�l�...>#'..r.'.:«,v,..#'.F.ir,.wiI -.iE"# _roma ' In u, i _er--_tr,Jot i Hot Toacs eCi S - ^ 9 5UP XFkrch„r. l ::tale SF E,I I'utdeatbn: J r I FeCitar 1 BCSS4arlap' L'I , _e.,nh f�{ P -End tAp_proval WHIUer 55 488 428 555 Flol'Ida Engineer or Architect Name who deve'.oped Scott Ilamilton Installation Instructions the Evaluat!on Report ' ___d t_rA,,ka.Jw,:-=Rb>ejsjc .n.LSlnlu' h>A,,I"Um, Dotal Florida Llcense FL FL5675-R2 Quality Assurance Entity Application Type Revl;lon 05/21/2023 Code Version 2007 Gary pruebler Application Stilus Approved Validation Checklist - Hardcopy Received Comments Certificate of Independence FL5675_R CQ,(_C�LtfSc. !an of Irwd_peuden_ til Archived Ell Gary Pf(lehler.Ddf Product Han-fadurer C.lopsy Building Products Company Address/Phone/Entail 8585 Duke Blvd. rr - �a7 o.25 ScottHamiltomirdf Mason, (311 45040 Referenced Blindfold and Year (..f Standard) Standard (513)770-6062 Created by independent' Timid Party: AN5I/DASMA 108 m w e Ste`f i e l d (a d o p e y. co m Approved for use in HVHZ: Na LIL- /ie i R1 11 Authorized Signature Scott Hamilton Design PressurEvaluation Re: +30 PSF/-313 PSF spar is TAS 201 shanniltoll"giclopay.ciRn Opt. glazing ore avallable: (1) Opt. Injection Molded Lexan Technical Representative Address/Phone/Ernall Quality Assurance Representative Address/Phone/Ercall Category Exterior Door Date Validated 07/02/2009 subcategory Sectional Exterior Door Asenlbli?; �� Compliance Method Evaluation Report from a Florida Registered Ardlitact or a Licansed 73, 75, 500, 190, 76, 76V, 4RST, WI1p1DCOD'cr0 W5 Garage Door Florida professional Engineer 4RSF, 6RS r, 6RSF, 2RST, 40, 42, _ Limits of Use 3 Evaluation Report - Hardcopy Received 55 488 428 555 Flol'Ida Engineer or Architect Name who deve'.oped Scott Ilamilton Installation Instructions the Evaluat!on Report 1`1.45675 2 11 102110-ROV14_Ddf Approved for use outside HVHZ: Yes Florida Llcense PE -63286 Created by Independent' Third Party: No Quality Assurance Entity Intertek Testing Services NA Inca ETUWarnock Hersey Quality Assurance Contract Expiration Date 05/21/2023 r r I ro n f n F . Toro t es of me=t me vdnd Iced a u re a t> o t e B_ q YP Validated By Gary pruebler 9262.2 I htdestone Series 3000 SH Frame D Glazing that DOES meet the Large Missile Impact Validation Checklist - Hardcopy Received Ut Cyclic Pressure requlr?rn?nts for Wind-borne Debris Certificate of Independence FL5675_R CQ,(_C�LtfSc. !an of Irwd_peuden_ til VaudaUu 91n1!ty,_ NOT meet the Impact resistant requirement for WBDR. Tile Gary Pf(lehler.Ddf product vivo glazing DOES conply with the Impact resistant • Impact Resistant: No F{,5¢z__ft_ COI Statemynt on In�ndence of Evaluation Enti(K rr - �a7 o.25 ScottHamiltomirdf (407)323-3300 EXt 334 Referenced Blindfold and Year (..f Standard) Standard ICUL Created by independent' Timid Party: AN5I/DASMA 108 2002 Approved for use in HVHZ: Na LIL- /ie i R1 11 ASTf4 E330 2002 Design PressurEvaluation Re: +30 PSF/-313 PSF spar is TAS 201 1994 Opt. glazing ore avallable: (1) Opt. Injection Molded Lexan HAS 202 1994 Regions (L1BOR) or 2) Opt. Frame a rlazln0 that DOES TAS 203 1994 Equlvalelce of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Dale Submitted 07/01/2009 Date Validated 07/02/2009 Data Pending FBC Approval 07/09/2009 Data Approved 08/11/2009 �� 09 PAN -2F151: 84A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 15175.24 11124111- 73, 75, 500, 190, 76, 76V, 4RST, WI1p1DCOD'cr0 W5 Garage Door Rust,C Series 4RSF, 6RS r, 6RSF, 2RST, 40, 42, _ Limits of Use _ Installation Iritsuctiolls 55 488 428 555 EL0141_R 10 f Ifi5T 1244ILLpi]( Limits of Use Installation Instructions Approved for us, in HVHZ: No 1`1.45675 2 11 102110-ROV14_Ddf Approved for use outside HVHZ: Yes Verified by: Mark Westerfield FL PE 48495 Impact Resistant: N/A Created by Independent' Third Party: No + PSF - v PSF Desi n Pr esaur- 30 a / 3_ fl Evaluation atwn c R• rota N A I 1n s available far this product Other: All OPTIONAL 3Z 9 FL567 R2 A [OP 0,31"l 8 0 r r I ro n f n F . Toro t es of me=t me vdnd Iced a u re a t> o t e B_ q YP r=' rated r r b Inde n n Tnl d Part : No Y Ve dart Y Opt. glazing are available: (1) Opt. Injection Molded Lexan 9262.2 I htdestone Series 3000 SH Frame D Glazing that DOES meet the Large Missile Impact Archived Ut Cyclic Pressure requlr?rn?nts for Wind-borne Debris Li .n its of US. Regions (WBDR) or (2) Opt. Frame & Claziny that DOES Florida Extruders International, Inc. NOT meet the Impact resistant requirement for WBDR. Tile Address/Phone/Email product vivo glazing DOES conply with the Impact resistant • Impact Resistant: No requirement for WBDR (ref 1609.1.4 FBC). (,.i,,. rr - �a7 o.25 .I Pa. 25 III n 025 WS -16 PAN•2F153: 34A 94 Stee Double -Cdr 9'2"1v 16'0'ri do ( J ) ) (407)323-3300 EXt 334 r _ODE. YJ5 Gar a Door 73 75 1500 190 76 76V aRSi WIND O a 9 Verified By: Rebut 1. Alnoruso, P.E. FL PE No. 49752 T 6RSF 2R'T 48 4� 4KSF 6R5 , Created by independent' Timid Party: 55 4813 426 555 Installation Instructions Limits of Use Approved for use in HVHZ: Na LIL- /ie i R1 11 App rovcd for us. ,utside HVHZ: Yes V?rlticd By: Mark Vresterfreld FL PEE 48495 Impact Resistant: NIA Created by Independent Third Party: flo Design PressurEvaluation Re: +30 PSF/-313 PSF spar is Other: All OPTIONAL glazings available for this product FI 5675 R2 AE CBFC 48.#.0.27-A oaf meat the wind load requirements of the FBG Two types of Created by Independent Third Party: No Opt. glazing ore avallable: (1) Opt. Injection Molded Lexan Frame & Glazing that DOES meet the Large Missile Inn aCt Fi Cyclic Pr essurq regll irements for Wind-burire Debris Regions (L1BOR) or 2) Opt. Frame a rlazln0 that DOES ilei meet the jinpact resl:.ta nt requirement for WBUR.'fhe product w/o glazing DOES comply with the Impact resistant requirement for WBUR (ref 1609.1.4 FBC). I— .- 5675.51 _ __ Steel Pan min. 2S r a. Sir. le -Car u t 051 W6-09 PAN -2F153: 73, 70, Ste ( ] ) g ( N o 9'0' wife) Instillation Instructions 84A, 94, 42, 40, 42B, 488, 4RST, WINDCODEU W6 Garage Door with ripe onal Impact• r umo!ucu.pe (UH.rldaextrudur3.con 6R5T Resistant Lites ________._._.__—_. ___... _. -_, ._._.____.._.______.__ Linnets of Usc Installationl nstructivns Approvcd for use in HVHZ FL5575 R2 !].. 10134 A-R=V72.pdf Approved for us. outside IIVHZ: Yes Verified By Mark Westerfield FL PE 46495 Impact Resistant: Yes Created by Independent Third Party: Net Design Procsure: -f 33 PSF/-42 PSF Evaluation Re Ports Other: Solid doors (no glazing) or doa1S With optional EU675 R7AECBpC�81027-A.pdf Impact -resistant glazing are impact resistant (large mis,lla Created by Independent Tnird Party: No impact). f.W___ 5675.52 052 1^16-09 PAfI-2F153: 73, 75, Steel Pan (min. 25 ga-) Single -Car (up to 9'0'vdde) (407)323-3300 li A 94, •12, 48, 428, 488, •1 RST, WINDCODE(s), W6 Garage Door Certification Agency Certificate 5RST - .v_�.._.._..__� ___._.. _...-,.___.______ __-...___ _.____ Li nn its of Use Installation Instructions Approved for use in HIR No FL5675 R2 II-,101333-3-Rav!ILA Approved for use outside HVHZ: Yes Verified By: Mark WeAwfleld FL PEE 4!1495 Impact Ros(stant: NO Created by Independent Third Party: No Design Pressure: +313 P5F/-42 PSF Evaluation Reports Other: The glazing avallable for this product meets the FL5675 R2 AECBPC 08102/,A. Ddf wind load requirements of the building code but DOES NOT Created by Independent Third Party: NO meet the impact resistant requirement for windbon - debris regions. 5675.53 v 053 W6-16 PAN -2F153: 73, 75, 5leel Pan (min. 25 ga.) Double -Car (9'2' to !0'2' wide) 04A, 94, 42, •i 8, 423, 488, 4RST, WtfIDCODEQ WG Garage Door with OPUOnaI Dnpact- 6RST Resistant Liles Li ... its of Use Inswilalio,n In.U.H.Uons Approved for use in HVI IZ: No FL5675 R2 11 101539•A-f{gy19_*A9rt cd( - - rfield FL Pe 4 4 - Outside HVHZ: Yes Vedfied B : Mark LYtsta _ 6 95 Approved for use vol I Y - b Independent Tnlyd Part ! NO Created ]e e Imp act Resistant: Yes Y V Y - Evaluation Reports X37 PSF 41 PSF Uesign Pressure: / N Other: Solid doors (no glazing) or doors with optional FL5675 R2 AF CVC 090630-A.Pdf Impact•re;lstant glazing are Impact- resistant (large missile Created by Independent Third Party: No mpact). _--_� 5675,54 054 W6-16 PAN -2F153: 73, 75, Steel Pan (min. 25 ga•) Double -Car (92' to 1'0'2" wide) 84A, 94, 42,W6 42B, 48B, 4RST, WINDCODEO W6 Garage Daor 6/257 ___,._ Limits of Use Installation Instructions Approved farase in HVHZ: No FL5675 R2 HH 1l915_rj-BllaYd-B-11ayB-FCv1Q ,lru f,j App rovcd for us. outside HVHZ: Yes Verified By: (dark WesterFleld FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +37 PSF/-41 PSF Evaluation Reports other: The glazing available for this product meets the E!5205_R2 AE CBPC 09063U j, ddf- Jind lead requirernelLs of the building code bud DOES NOT Created by Independent Third Party: His, neeet the Impact resistant requirement for wdndboi ne debris rations. Product Approval Method Method 1 Option D Date Submitted 04/1"7/2009 Date Validated 07/0a'2009 Date Pending FBC Approval 07/15/2009 Date Approved 08/11/2009 # e Description ' I model, Numbar Pr No,.. _._.__-_ -FL ._.._. 12.141.1 ._--.___-.�__...--........_____- a. "Flbe,035sie,'SR o LhSt., , __-,-..__..__ TO x 6'8 Opaque Fiverglass Single Door with !rinse... �� 'ClasslcCraft' or "Clas51cCraH 1 (O/X) - Inswing or Outsving Approved for use In HVHZ: No Rust,C Series Approvcd for use outsides HVHZ: Ys Limits of Use _ Installation Iritsuctiolls Approved for use in HVHZ: NO EL0141_R 10 f Ifi5T 1244ILLpi]( Approved for use outside HVHZ: Ys Verified By: Lynden F. Schmidt, P.E. 43409 Impact Resistant: Na Created by Independent Thlyd Party: Yes Design Pressure: N/A Evaluation Reports Other: See HIST 12441.1 for Uesi;n Pressure Ratings, FLI2441 RO AE EVA= 12.1.•11,1II& any additional use limitations, Installation Instructions and Created by lndepindent Third Party: Yes 12441.2 1 b. •FI1rCIt IC,-Srnooth5tar . TO X We Opaque FPJelgla5s Single Door with Sidelltes and -Classiccraft or "ClassicCraH Transom (010X0) - Inswing or OulswlnU R -s a Serfr __---I-__-_ �� Linnits of Use Installation Instructions Approved for use In HVHZ: No FL12441 RO If INST 12441,2_j)df'. Approvcd for use outsides HVHZ: Ys Verified By: tyMen F. Sdunidt, P.E. 43409 I ... Toact Res(stant: No Created by Independent Third Party: Yes Design Pressure: NIA Evahlati.n Report. Otho: Sat HIST 12441.2 for Design Pressure Ratings, FL12441 RQ A-_-VAL 12441.2_udf any additional use limitations, mstal'ation Instructions and Created by Independent Third Party: Yes Product particulars. Atflrmation Ldp [R_-1 A Adn,-1-,1r,,,,n _,..”.-t afcon ovdy Adair rrodda urinary coax cv u or 155S�5h,r,I,.•,1n..., fin I""' 1,11,it co, 1( ode 22399 2100 -o) ,31.13, J. FIx,3.`a) at 1- 7 7 H I1--�a1 77 pp 7fF7 3[Yif 7�E111I)�II It�1�13�E1.131 {��1 f: r �f z4f ' r f _ I �.1 ' �� Q L � � 1 P C, z ,1� 1rl'd�� "tsv � ���i�, u 05/09/2008 d ,1,,, ...4 i g*,1h ,. i # ,!L ilo t r1 F mlmil"'a i613I - i.I.IR' E'f k� r t - 1. r, l Fd Hlfl#fa#Lf!rrl„d�lat�r,, , 15•.,I .� . • .. Ell ....-.. .. .. ,aI,Y f re &' C.Cli FU c Loy! , (:.c, RcS-Uat,. ; Ila-TUpc: I :LL LS,,ha,,c 1 SLa,k,F.,1L. ,Lkr,LU,: - FclCStalf, ti=SturlaP Lrks I Search I //,��9 ter f'( 1') Product Approval 1,1{`1 7 USER, PWIk U;c, with HrvSlll LI imus .f use Certification Agency Certificate Approved for use un HVHZ: it o FL9262_K1-.C, CAC:_279-123 AR. df d_1I _> lMmu,F d ^r A"'.92._-a,rr.: Ap,11,k1411_t I Appli-ti-tidal Impact Husi.tant: No FL it FL 9262•R1 1 T llal 1 't shuns Application 'Type Atflrmation ^I^ m rt - f 'I UUU clan-Im act lien .cant Aluminum ILESIU IE e a 1 P Code Verslon 2007 Creat d by Indepo!d.rot 7llru Party: Application Status Approved Counti.$). -. Comments 9262.2 I htdestone Series 3000 SH Milestone Series J000 SII Aluminum Non -Impact Window Archived All; Li .n its of US. Product Manufacturer Florida Extruders International, Inc. FL92G RI_C_CAC_279.1Z4SAB, df Z ¢ Address/Phone/Email 2540 Jewett Lane • Impact Resistant: No evaluated for use In High Velocity Hurrlcan Zone J v e s Evaluation Roper is Sanford, FL 32771 I Installation Instructions ocl) H-LC45 53.84 (KC[ CAR 279.124) 2) (407)323-3300 EXt 334 MILESTONE Series 1000 Non -I ipact Resistant Aluminum Verified By: Rebut 1. Alnoruso, P.E. FL PE No. 49752 J h o ket(3I I orlda extra def o.col 1 1 Created by independent' Timid Party: Authorized Signature Robert Aruoruso Counties) Created by Independent Third Party: TUIROftn jjukQy`Huriduexl.r hoer S.—H -- Mile;tono Serie; 1000 SH Aluminum Non -Impact Wind - 7ochnical Repiesentativ0 Robert 1. AuhduSo Limits of Use Add,eSs/Phone/Enlall 2540 Jewett Lane F1,9262 R1 C CAC 279.325CAK.udf Approved for use outside HVHZ: Yes Snaford, FL 32023 Iu act RczfztauH NoP Subcategory (4)1)323.33UU Instillation Instructions Other: 1) H•LC45 53x04 (KCI CAR 279.125) 2) r umo!ucu.pe (UH.rldaextrudur3.con MILESTONE Series 1UVU floe-bnpact Reli-taut Alunrinum Quality Assurance Ruplesentativei Kirby Osteeu • n ` n Third Party: Geared by Independent t y Address/PIwoWE.... I 2540 JewL'tt Lau. Counties). Created by Independent Tldrd Party: Sanford, FL 32771 Milestone Series 1000 SH Aluminon Non -Impact Window ANSI/MMA/NWWDA 101/IS- 2 1997 (407)323-3300 Limits of Use ..._.� Certification Agency Certificate ramoruso.peC: florldaextruders cool FL9262_R1_r_CAC_279.157CA3Rd( Category Windows Impact Resistant: NO Subcategory single Hung Instillatimt Instructions Cuulplimrte M.Lhod C.rtlflcadoll Mark Ur Li;thlg hILEG1 E Series 1000 o -ir npact Resistant o1 n0nw nV CertlficatlOn Agency Keystone Certifications, Inc. Created U Inde endent third Party: Y V Y Validated By Referenced Standard and Year (of Standard) Sr.. ,lord Ire:,. AAMAA1JDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standar Js Certifled By X,l affirm that there are no changes In the new Florida Building Cade which affect my product(s) and my pnaduct(s) are In compliance with the new Florida Building Code, Documentation from approved Evaluation or Validation Entity O Y.5 e•NU :IPN/A Product Approval Method Method 1 Option A Data Submitted 05/09/2008 Date Validated 05/09/200U Date Pending FBC Approval Miu;tone 5eHos 1000 CH Date Appr'o'ved 05/12/2000 r— _. -- Mudd, Number or Nanle Description FL __ - 9 62.1 _ 2 Miu;tone 5eHos 1000 CH Milestone S es 1000 SH Alumina intim rlon-Im act Window D . i!; ? r l 7 y 'I "7' .�:iiS;�a>;�'�.E�Tbr,e�;t3JC.��F rA� ii r.�9 with HrvSlll LI imus .f use Certification Agency Certificate Approved for use un HVHZ: it o FL9262_K1-.C, CAC:_279-123 AR. df Approved for use outside HVHZ: Yes Quality A uranca Contract Expiration Date Impact Husi.tant: No FL # U.S;rTR N c: i-55/-55 1 T llal 1 't shuns i x a KC[ CAF( 79.123 2 otne 1 I Le 6.,3 u ( ) ) F F 0 _ H I, t II we r. df FI9 L 1 k If F , 2 100 o I act s D 1 > .LAY__ R.__.s _1,P_ ^I^ m rt - f 'I UUU clan-Im act lien .cant Aluminum ILESIU IE e a 1 P Verified B KOUert J. N naruso P.E.FL NE No. •t9/52 Y 5lrglu Hung Wlndov, have not been evaluated for u-eIn Creat d by Indepo!d.rot 7llru Party: Muir Velocity Hot iicano Zones(Broward and Dade Evaluation R.P.rts Counti.$). -. Created by Independent Third Party: 9262.2 I htdestone Series 3000 SH Milestone Series J000 SII Aluminum Non -Impact Window 25,40 Jewett Lane with Std -Sill .- Li .n its of US. C.,tilieotiun Agc,ncy CeRtiffcat. Approved for use in HVHZ: No APP FL92G RI_C_CAC_279.1Z4SAB, df Z ¢ ANrovJ fol us. outsid. V1 IZ: Yes quality ncsuran<u Contract Ex iralivu Uat. • Impact Resistant: No evaluated for use In High Velocity Hurrlcan Zone J v e s Evaluation Roper is •+4 Design Preszm,. 5/•45 0 I Installation Instructions ocl) H-LC45 53.84 (KC[ CAR 279.124) 2) F91G2_H1..1L..SICLEh2R1GS_rfnf Jt_11. la.II0 ' 1J3. dl MILESTONE Series 1000 Non -I ipact Resistant Aluminum Verified By: Rebut 1. Alnoruso, P.E. FL PE No. 49752 Single Hung Windows have not been evaluated for use In Created by independent' Timid Party: Hgh Velocity Hurricane Zones (Broward and Dade Evaluation Reports Counties) Created by Independent Third Party: f- ._ _ 9262.3 Milestone Series 1000 SH -- Mile;tono Serie; 1000 SH Aluminum Non -Impact Wind - 254U Je'nett Lane with Std -5111 or 111-5111 with IG Glazing Limits of Use Certification Agency Certificate APPruved for as. in HVHZ: NO F1,9262 R1 C CAC 279.325CAK.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Iu act RczfztauH NoP Subcategory Dwipn Pr cssur c: +45/•45 Instillation Instructions Other: 1) H•LC45 53x04 (KCI CAR 279.125) 2) fL92G2,.ICA_II-.51L.FLEX2430S11LO.ILDIJ215LIRatpilUwgo•Pdf MILESTONE Series 1UVU floe-bnpact Reli-taut Alunrinum Verified by: Robert J. Atnoruso, P.E. FL PE No. 49752 Single Hung Windows have nut been evaluated for use In • n ` n Third Party: Geared by Independent t y High Velocity Hurricane Zones (Uroward and Dade E-peoltienn Reports Counties). Created by Independent Tldrd Party: 9262.4 h111estone Seris 1000 SI I Milestone Series 1000 SH Aluminon Non -Impact Window ANSI/MMA/NWWDA 101/IS- 2 1997 with Std 5111 Limits of Use ..._.� Certification Agency Certificate Approved for use in HVHZ: Pb FL9262_R1_r_CAC_279.157CA3Rd( Approved for use outside HVHZ: Yes Quality Asian ..,,. Contract Expiration Date Impact Resistant: NO Subcat.qury U -Iii. Preszurc: +45/-45 Instillatimt Instructions Ot er- 1 H-1.015- 5 xT2 KCI CAR 27)-157 � tL9LrZ„p _i.t _1LzLE6:41J91s1t r1, ad_In WIIDw9,. dr hILEG1 E Series 1000 o -ir npact Resistant o1 n0nw nV rift d 0Y: tobert J. Amoroso, o P.E. FL PE No. 4975. Single Hun Windows have not been evaluated for use In 9 9 Created U Inde endent third Party: Y V Y VelidaL.d By gpj- _ P' _ 4 1110 NI= 1 ,'u 1..�,i__ ItI;L'!!L . r I I "i,A' . i!; ? r l 7 y 'I "7' .�:iiS;�a>;�'�.E�Tbr,e�;t3JC.��F rA� ii r.�9 F,CISHol, , Wei` 1 L• -n PlIv,UIW” I H,A. ro4Ls ; S"LInt SUdalyo I Stals&lI,LS I r.Nxat.l. I FLx.El11t I rx:Is Sau MoD I ua, i Eel:tl I ,` '_ /litd Product Approval •USfa2: Milestone Series 1000 Rectangular F, Shaped Designer Ver Fed By: Robert ]. Am...... P.E. FL PE No. 49752 X1,15 P+JiU, P_.j__Apg__va h1_nu� i'v-d ,., L.rf;atltll ;,,,<ll, A1Prcal1n Ncf<. ,.�ywd .d� u,.AMy<..r: u,.JM,L q >P<.-corth .I A,,Laton L,ta Appfc,tion ectad FL # F1.8,109-112 Application Type Revision Cade Version 2007 Application Status Approved Comments Application Status Archived u:: Product Manufacturer Florida Extruders International, Inc. Address/Phone/Ernall 25,40 Jewett Lane (P, Sanford, FL 32771 ProduCL Manufacturerri (407) 323-931JU Ext 334 Design Pressure: +35/-35 Ilutallation Instructions jimke,allu, ddoe.h,uders.cun Authorized Signature ]I... Hcke evaluated for use In High Velocity Hurrlcan Zone J v e s Evaluation Roper is jhoke(ryflaridaextruders.com Technical Representative Jlm Hoke Address/Phone/Emall 2540 Jewett Lane cot Limit. ofUte Cut tifi-thn. Agency -y Ce -tif• Sanfo,d, FL 32771 Approved far u5. outside HVHZ: Yes Quality Assurance Contract Expiration Dante (407) 323.3300 Ext 334 Robert Amoroso jhokel?Roridaextruderz.com Quality Assurance Representative Bob Jones Address/Phone/Email 254U Je'nett Lane Robert ]. Amenls. `'unfurd, FL 32771 Add,ess/PI-non,/Eulail (4u7) 323•J3UU Ext 3"34 Created by Independent Third P.Ly: Yes VA-_.-_--_-_--_-..__. I1j011ei(4florltla,_`Xtrndr.ri 1.0111 CategOry Exterior Doors Subcategory Sliding Exterior Door Asxmulies Compliance Method Ce,tllicallun Mark ur Llstlug Certification Agency Keystone Cellifications, Inc. Validated By Stove" M. Urich, PE 0 X Validation Checklist - Hardcopy Kecelvad Referenced Standard and Year (of Standard) St.Year AAMA/WDh1A/CSA 101/1.5.2/A440 2005 ANSI/MMA/NWWDA 101/IS- 2 1997 Equivaluncu of Product Standards Certified by Product Approval Method Method 1 option A T � J tF f J` 1 f• LIF L. P �I ��f1133fi1fl1 # #� q ,1331 I IJ i J dilniu( lr {�. sir !1't n • e� 1 r. tJt T J f� I � � p E ( F _— _-__ Number cr Nam, Description ( L E E� 6 i n �i�l'il�l �( 6 f . 1 '! t ?� t ! t. tT r }p M I � t i .� , 1717 ,�,1i1 l,a„i11 m•l� �{1 . I Still ! i. t 1 LJ 8409.1 MIIesC011e 5?rte^ 1000 Bllding „I �SI F! I ! ( rtrt t '[ t , 3 I I t�,viif .._at. t i U fI"lt}'#3111II:llllloll lT# �!', ,, J4aaila,I 3; Irp,ISilu'&tMa3{TIMMY Approvcd for use in HVHZ: No FL92.12 Rl C CA-C_2/'J 14/CAR.Pdf 1=11814114 DIGH,­ L. r, � V.u: Hot HOPES I , g 'J G S,L le, slat: Ik Fac.' Paik:c[o r, 1. _ d_ 1 , FHC a;,lf ; i:C:S •ta "op . 1.114” . --=•I 'j / rse� . 1 WFI Product Approval �VSFR. P,.41i_U:v Milestone Series 1000 Rectangular F, Shaped Designer Ver Fed By: Robert ]. Am...... P.E. FL PE No. 49752 Flied Aluminum Non -Impact Windows have not been Created by Independent Third Party: P_.j__Apg__va h1_nu� i'v-d ,., L.rf;atltll ;,,,<ll, A1Prcal1n L-t,APPIcation Pecan Design Pressor,: t40/-40 FL # FL9242-K1 L(mit+ of Use Certification Agency Certificate Application lype Affirmation Impact Resistant: No Cede Vel Slol 2007 Pillestone Series 1000 Rectangular & Shaped Designer Verified By: Robert 1. Amoroso, P.E. FL PE Ili. 49752 Application Status Approved (brovrird and Dade ,Counties). Created by Indepeackint Ihird Party: : Comments -...__._,_.________________ _-__-._ _ Series 1000 Fixed f•Illestone Series 1000 Rectangular & Shaped Designer Fixed Created by Independent Ndrd forty: Yes Archived (P, A ved for use,,, HVHZ: No FL924_ Kl C CAC 279.192CAR dr Pira p ProduCL Manufacturerri F o da Extruders International, Inc. Design Pressure: +35/-35 Ilutallation Instructions Address/Phone/Email 2540 Jewett Lane Fixed Aluminum Non-bnpact Windows have list been Created by Independent Third Party: evaluated for use In High Velocity Hurrlcan Zone J v e s Evaluation Roper is Sanford, FL 32771 - 92424 milestone Series 1u UU Fixed PI IuIv-.toe Series lUUU tectan! alar x4 Shaped Ua-^Ig la- r Fixed (407)323-3300 Ext 334 nlnlinum Por -hu ,at Linflow cot Limit. ofUte Cut tifi-thn. Agency -y Ce -tif• jhokeCSeoriJaextrudsrs.cOm Approved far u5. outside HVHZ: Yes Quality Assurance Contract Expiration Dante Authorized 5lgnature Robert Amoroso Other: 1) FWHC70- 73x37 (KCI CAR 279-151) 2) EI92I-,_Rl_H_F_FLEX20100_Nonlrnl. ct F_In=tallfl lgg,pdf Mllostone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoroso, P.E. FL PE No. •19752 rarnor(Isu.Pefglflon idaextruders.corrt Evaluation Reports Technical Representative Robert ]. Amenls. Add,ess/PI-non,/Eulail 2540 Jewett lane Created by Independent Third P.Ly: Yes VA-_.-_--_-_--_-..__. "-1-tt--'a natord, FL 32620 V V (•10/) 323-3300 rarnon "'O.PC C011uridau.huders.mm Quality Assundnce Representative Kirby Ostein 0 Address/Phone/Ercall 2540 Jewett Lone Sanford, FL 32.771 (•tU7) 323.3300 �LD ranloru,a.pe Wtloridaextrudurs.carn Category Windows Subcat.qury Fixed C-1111ifloLa Method Certification Mark or Listing Certification Agency Keystone CkhtifleationS, Inc. VelidaL.d By Kaferenced Standard and Year (of Standard) sta ,dad Xiax L AAMA/WDMAXSA 101/1.5.2/A440 2005 Equivalence of Pr Udll Lt Standards Certified By I&• -I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Dulldlng Code. Documentation from approved Evaluation or Validation Entity 14Yes ONO r. N/A Product Approval Method optiMethod 1 on n Data Submitted 0/19/2UU8 Data Validated 05/19/2000 Dote Pending F13C Approval Date Approved 05/22/20U8 summary of Pr.d..t Go to Pago -; (,: to 0 Page 1 / 2 4 4) FL yL _— _-__ Number cr Nam, Description [�,del,.. __ _..-____ _..._.. ..._.-. 1 +• , rl `^ 00 nr r Ino d Sim ,ed De,i, ner Fixed estoe Series 1000 'lied till Ldor L Sc a 30 Re[ta J __ __ _ 9242. 1Jill 8409.1 MIIesC011e 5?rte^ 1000 Bllding Alunlinunl NOR -lin iCt Windows P Limits of Use Car this'Agency Cc t fico!. Approvcd for use in HVHZ: No FL92.12 Rl C CA-C_2/'J 14/CAR.Pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Des' n Pressure• 170/ -70 Installation Instructions 9 F Other: 1 FVV-H C70 73x73 KCI CAR 279.147 2 FL _4 Rl II F FL_X20100 t4i11R] ac E 305(311[ 1v .. g[ Milestone Series 1000 Rectangular F, Shaped Designer Ver Fed By: Robert ]. Am...... P.E. FL PE No. 49752 Flied Aluminum Non -Impact Windows have not been Created by Independent Third Party: evaluated for use In High Velocity Hurricane Zones Evaluation Reports (Broward and Dade Counties). Created by Ind'Jpendant 'fhlyd Party: Design Pressor,: t40/-40 ...._--_-__--_-_,-_- P 1 `•_---_-.-_-____..-_._._____ --___ .-_-..-___.___.,..-_._—_____ .^._._..___-__ 9242.E 1 I_,tone Series 1000 Fixed Milestone Series 1000 Rectangular & Shaped Designer Fixed �� 9 V 9 P.luminurm rlull-Ilrlpd,L Wihdaws .._.__._.._.__-_--..._.__._._..___.--_.__...._��._.._.__.-...__-_.._._.._.._.____._._._-._._............ .._..-........... _._-.__.._____.-.-............... _._- L(mit+ of Use Certification Agency Certificate IIIj� I.,, us i , HVHZ: No _ _ _ A rov<d t r H Z FL`9242 til C- CAC 2%9-150CA 2. df PP p Approved - for use outside HVHZ: Yes .alit Assurance C.l,tract Ex iraton Data Q Y P Impact Resistant: No Design Pressure: +45/•45 Installation Inch actions Other: 1) F'N•HC45' 73x37 (KCI CAR 279-150) 2) FI.92,12_Rl_II_F_FLEX201G0 Nonlmpact_F_Insta110wg,.pdf Pillestone Series 1000 Rectangular & Shaped Designer Verified By: Robert 1. Amoroso, P.E. FL PE Ili. 49752 Fixed Aluminum Plan -Impact WII1d0'vYs have not been Created by lod?pelident Third Party: evaluated for use In Hlyh Velocity hurricane Zones Evaluation Rcports (brovrird and Dade ,Counties). Created by Indepeackint Ihird Party: : 9242.3ftilesdune -...__._,_.________________ _-__-._ _ Series 1000 Fixed f•Illestone Series 1000 Rectangular & Shaped Designer Fixed Created by Independent Ndrd forty: Yes Aluminum Non -impact Windows Limits of that, Certiflcati.. Agency Certificate A ved for use,,, HVHZ: No FL924_ Kl C CAC 279.192CAR dr Pira p Approved for use ..tilde HVfIZ: Yes uali Assurance Contract Expiration Date PP Q ty P Impact R.Sistant: No Design Pressure: +35/-35 Ilutallation Instructions Other: 1) FW-HC35' 73x37 (KCI CAR 279-192) 2) FL9242,_R1_II..F_FLEX2U300_t4olllll)pact_F.-111stallDNJg,.pdf Milestone Series 1000 Rectangular D Shaped Designer Verified By: Robert J. Aruoruso, P.E. FL PE No. 49752 Fixed Aluminum Non-bnpact Windows have list been Created by Independent Third Party: evaluated for use In High Velocity Hurrlcan Zone J v e s Evaluation Roper is (8rovrarJ and Dale Car nties). Created by hldepdnJmd T6I1J Par Ly: - 92424 milestone Series 1u UU Fixed PI IuIv-.toe Series lUUU tectan! alar x4 Shaped Ua-^Ig la- r Fixed U2/U7/2011 nlnlinum Por -hu ,at Linflow cot Limit. ofUte Cut tifi-thn. Agency -y Ce -tif• Approved for use in HVHZ: No LL9Z421C1 C_CAS-.Z-L9 L51CALLPdf Approved far u5. outside HVHZ: Yes Quality Assurance Contract Expiration Dante Impact Resistant: No Design Pressure: +713 -70 InStall.than Instruction Other: 1) FWHC70- 73x37 (KCI CAR 279-151) 2) EI92I-,_Rl_H_F_FLEX20100_Nonlrnl. ct F_In=tallfl lgg,pdf Mllostone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoroso, P.E. FL PE No. •19752 Data Submitted 07/08/2009 Data Validated 07/08/2009 Date Pending FBC Approval 07/14/2009 Date Approved 00/11/2009 of ern --1. _ ___ FL .1Model, Number ar Name Description 8409.1 MIIesC011e 5?rte^ 1000 Bllding Mllestone Series 1000 Sliding Glass Aluminum Non -Impact Glas Door Doors Std -5111 and ..�� Limits of Use --5111___--_--__-__-_-_.-__.__._..__--_.__._ Ccrtificalivet Agency Certificate Approved for use in HVHZ: NO -,tL4 U9 to5 CAC 279-424CAR.Pi f Approved for use outside IIVIIZ: Yes Quality Aszurancu Contract Expiration Date Impact Resistant: No 11/29/2010 Design Pressor,: t40/-40 Installation Instructions Other. SGU-C40 19Ux96 XXXX (KCI CAIt 279-424) FLU409 K{ 11 enUg10)U Nonlmaot_f_I-F_X24L10-115.12u2if O Verified By: Robert J. Aruoruso, PE FL PE No. 49752 ,='' Created by Independent Third Party: Yes Evaluation Reports L FL8409 R2 AF Pmdud Evaluation R .... t No. 1455 FEI O F La5.4.l) 1;1J -PIPE, pdr Created by Independent Ndrd forty: Yes 8409.2 Mllestmla 5erles 1000 Sliding FlileStone SaHa51000 Sliding Glass Aluminum Non -Impact CC)w Glass Do., Doors Std -Sill and HI Sill Limits of Use _ ---------- ___ Certification Agency Certificate Approved fu, uw (u HVIIZ; No 116409 lit C CAC 279-425CAR, AT Approved fur us. omild o IIVHZ: Yes Qu lity Assu roost Contract Expiration Data Impact Resistant: NO U2/U7/2011 Design Pressure: +45/-45 Installation Instruction. Other: SID -r45 143.96 XXO (KCI CAR 279.425) Fl d409 R2 II Seri -1000 Nl IIlfl FLEX24110.11=2.adf = Verified By: KobeH J. llnloiu5o, PE FL PE No. ,19752 O Created by Independent 7hlrtl Party: Yes 0 Evaluation Reports L FL8409 R2 AE Product Evaluation Report No. 1455 FEI FL6409 RO `NPE.P[Ir =O Created by Independent Third P.Ly: Yes VA-_.-_--_-_--_-..__. e>�k nanl LCAA11o1e•4itall u Oe,xmne eoreon,Ru4y ABnir.c rro'mo 1A.—, cox _.. des and 11a aids 0 N 0 ■ ell M L) _= _ �U /� U M O 0 ,='' I L\ W L 7 C) O CD " 0- � 0 V) M CC)w (V 70 < ��--��••�� ti// M 0 J n 0 M M V) = 0 O .L 0 L =O "-1-tt--'a LL V V O M 0 (2) �LD Q M ­ F (_� f .E- /M V / 1: 4 Z Z W J 00100 Non �= 0 ■ M L) ■ win®et <L /� M 0 ■ IIIIINEINIEN CL 0- (]) 7 C) 111111111111111I.- _0001 CD " 0- U V) M CC)w < z J n SHEET NO. PA 1.1 Ir r 111 141 t r cru Tt li f3 E i n1i I ,9! 9 t Ld1 Jit [i } �} [ ,, }t 1'.r pp y�{ tit 1 {} rr -.1 t 7 - {{ 1 4t t ti 3 n i 'Y i f 0' t �� V it� Installation Irish uctiorts H r t q ! r t1 l 1, xw I ii �. „@14m, Y { Ffl , a } t 3 r( r tyy�. ( 7 tx P� L � x i I M t � w 1RPi�j({ �( r.i•. , �• }+., .,. ,� qq)) SSSS , 1 i� i �1� -..___._ _-- -.---F-..-=- # Mo� dcl, Numher lir N-- t Il d�'t 1 ! rtp � f u�r�, p t r x I .b ' �-JEtGifB6� _.. �df� . SSSS. __.___. ,. ,_.. ... � �,ty i .� >r>7. i I.��t m� YQL Tl ..3..fsE _...�.it4 .._..3t3}1I}dd?i,...,.-..--x._,.o i(1i�.�A . 1" x :Zr, x 1/8' ._....... __ ---- ._... 1, .. -4 ! fl i . +x.-c.aA rIr 361.,IIJ,11 ,Lop L' UIorfrJ.tatlon : rot Tcprc_; tub n: SUrCh],ae SIaE,aracb FY.bfic,t'u,u rLl Stoll tx:ls lila MOD' un,i - .xa eh; �T>„ �In("�,,Product Approval `} `� l'uhliV U1L' 7 Verified B : Wayne A. Block, d( P.E. PE A_503 e Y Y I Im tact Reastuut: No I I/^}7'V5LR: Design Pr sure: N/A Evaluation Reperls P`i-nj�, ct Rpr'n� .111. iu s Proeu-C or Applr. I ti-�epl� I: ', Applc: t9n L�, t . Appllutl en Ulla l 1`0136 R .AD FE11002-Rev:-E.I.'LMUIIIon,.pdf FL # FL3136-R3 for complete list of Llntltatlons and Conditions of Uso. Application Type Affirmation SS..._ _..,_.. ,._..,.... SS SS. _..... _..__..._ 1 x 2 r /0 (front/bd ck) x 1/0 (sidu) y Code Version 2007 Approved for use In HVHZ: No Application Status Approved Verified By: Wayne A. Block, P.E. PE - 52583 Cunlnlents Created by Independent Third Party: Design Pressure: N/A Archived M 3133 AE_FEHOU2-Rev2-ER Mullions.pdf FL6_P, Product Manufacturer Florida Extruders International, Inc. IDrawings for complete Inst of Limitations and Conditions of User Address/Phone/Email 25'10 Jewett Lane _..._._._...-..._.-`-'_"'"----.-._..._, 136 3 I No. FF57D2, Flange Tube Mullion 1- I Sanford, FL 32771 I Limits of Use Installation Instructions (40%) 323-3300 Ext 334 FL306R3 JI_Mullion_.hlslall_FL3136_6-06.p(1f Approved for use outside HVHZ: Yes jhoketroflarldaextnlders.com Impact Rosistunt: N,, Authorized Signature Robert Amoroso Evaluation Reports Other: 1) lien Installation Instructions/DonIgn Pressure ramoru5v.peC7)floridaextruders tom Drawings for UP. 2) See Mullion Product Evaluation Report technical Representative Robert J. Amon- Created by Independent Third Party: __3136.4 AddrenrdPhone/Ercall 25.10 Jewett Lane .__.- _ itof Use Snaford, FL 32828 �A,Fhruvorlfor use in HVHZ: No FL313G R3_11-Mullio Install FI3136_6-06.pdf (407)323.3300 Verifi d By Wayne A. Block, P E. PE - .52563 Impact Resistant• pro ramoru:o.pe CpflorldiextrUder S.CUlrl Design Pressure: N/A Quality A -c -Le RePIQ'a ltati`!e Lori Phillips FI.-3136_R3_AE--FEI141Rev2-ER_Mulllon5.pdf Address/Ptlone/Email riot do EALrUdefs Int'I, Inc. for complete Inst of Limitations and Conditions of Use. Creat d by ndependent Third Party: 2540 Jewell Lane 1" x 4' x 1/8" -__- - ---- Limits of Use----..---- Sanford, FL 32771 Approved for use In HVHZ: No FI3136_R3 11_h)It1I!pn lnstall_FL3136_6-UG.pdf (407)323.3300 Verified By: Wayne A. Black, P.E. PE - 52583 Impact Resistant: Pro phllnflorldaextruders nom Deaign Pressure: N/A Category Windows 1`0136_R'3-AE-FEII002-Rev2 �R-hEulllpns.pdf Subcategory Mullions for complete list or UnIltatlo Is and Conditions of Use. ' .. „_"".`. Cormpliance Method Evaluation Report front a Florida Registered Architect or a - Limits of Use Licensed Florida Professlonal Engineer Approved for nae in HVHZ; No =� Evaluation Report - Hardcnpy Received Flurlda Engineer or Architect Name who Wayne A. block, Ph.U., P.E. Impact Resistant: Yes developed the Evaluation Report Design Pressure: N/A Evaluation Reports Florida License PE -52583 Drawings for UP. 2) See Mullion Product Evaluation Report Quality A�norance Entity Keystone Certifications, Inc.. Created by Independent Third Party:: Quality Assurance Contract Expiration Date ^ 3135.7 I No. FE5706, External clip _- _..._ _. Validated By L.F. Sch Toldt, P.E. Installation Instructions Approved for use In HVHZ: No or Validation ChecklisL _ Hardcopy Received CerLFicaLe of Independence FL'3136_R3-CO[ Cofl Mtdllow1pdf Created by Independent Third Party: Referenced Standard and Year (of Standard) ,Standard Year other: 1) See Installation Instructions/Design Pressure 1714.5.5 2OU4 FL3136_R3_AE KCI_QALIeen,ee.pdf ASTM E1886 2002 _� ____. -_ ASrhI E1996 2002 internal clip for lx tube mullion --- M_ ASTM E330 2002 R613.7 Equivalence of Product Standards Certified BY Sections from the Code 2004 K. Florida affirm that there are no changes In the new to da _.. I 9 Lit ding Code which affect my product(,) and my product(,) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 yes fm No n; N/A Product Approval Method OetlI Ed I P Date Submitted 05/20/2000 Date Validated 05/2o/2008 Date Pending FUC Approval Date Approved uG/05/2UU8 Summary of Products Installation Irish uctiorts r Go to Page I - 0.'i _. .. _...__. i _ _.- ._._-. -- I, 40 0 Page 1 / '_ 4 f/) _._,_._ - -..___._ _-- -.---F-..-=- # Mo� dcl, Numher lir N-- Description -- -- �FL ___..... 3136.1 No. FESJUQ Flar ge fuUe Mullion 1" x :Zr, x 1/8' ._....... __ ---- ._... SSSS.. _._. ._._,._,..----------- --- _ Limits of rise -___..___- Iutillation Instnwti ons n PP roved (lir use in IIVII Z� No r n In° II d r- '• 'G I ' o .tit FL313.zfL..46 r 036 is 1 II .. LP3111 r uu outside HVHZ: Yet At, v dfo t it 7 Verified B : Wayne A. Block, d( P.E. PE A_503 e Y Y I Im tact Reastuut: No I Created by Ildepuldmrt 7hlyd Party: Design Pr sure: N/A Evaluation Reperls Other 1) ee Imtallation Instruction,/Design Pressure 1`0136 R .AD FE11002-Rev:-E.I.'LMUIIIon,.pdf Drawing, for UP. 2) Sae Mullion 1 Product Evaluation Report FL.313C_r{3_A�_KCI_QALlcengeq,PJf for complete list of Llntltatlons and Conditions of Uso. Croatod by In,GPendunt'Third Party: _._ T SSSS...... .. __ .....,.. .._.. 1 .......-I.."...SS 3136 �No. FES/U1 Flange rube Mullion - SS..._ _..,_.. ,._..,.... SS SS. _..... _..__..._ 1 x 2 r /0 (front/bd ck) x 1/0 (sidu) y Limits of Usc 1-tullatiuu Instruction- Approved for use In HVHZ: No FL3136 R3 lI_Mullion Install.-FL3136_6_OG.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant; Pro Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure 3133 AE_FEHOU2-Rev2-ER Mullions.pdf FL6_P, for OP. 2) See Mullion Product Evaluation Report FL313(3_R3_AL Ke 1. QALicensee.pdf IDrawings for complete Inst of Limitations and Conditions of User Created by Independent Third Party: V Illi- _.._....._._.__....------_._. �._._ .- ._...__._......--_ _..._._._...-..._.-`-'_"'"----.-._..._, 136 3 I No. FF57D2, Flange Tube Mullion 1- I 1' x 2.7/16" x 1/8" I Limits of Use Installation Instructions Approved for use in HVHZ: No FL306R3 JI_Mullion_.hlslall_FL3136_6-06.p(1f Approved for use outside HVHZ: Yes Verlfled By: Wayne A. Block, P.E. PE - 52583 Impact Rosistunt: N,, Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) lien Installation Instructions/DonIgn Pressure 313G 3_AE FEII002 Rev2 ER_Mullions.pdf FLR Drawings for UP. 2) See Mullion Product Evaluation Report F11136 R3 AL_Kr I_(JA(.irPnsee.pdf for complete list or Limitations and conditions of Use. --.-------.1'- Created by Independent Third Party: __3136.4 _ - ..__ 3136.4No. FE5703, FlangeTube Mullion - _-.__._, -------.------- 1" x 2.7/lb' x 3/8" (front)back) x 1/8" (side) .__.- _ itof Use Anstallah n Inst ctl ns �A,Fhruvorlfor use in HVHZ: No FL313G R3_11-Mullio Install FI3136_6-06.pdf proved for use outside HVIIZ: Yes Verifi d By Wayne A. Block, P E. PE - .52563 Impact Resistant• pro Created by Independent third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FI.-3136_R3_AE--FEI141Rev2-ER_Mulllon5.pdf Drawings for DP. ) See Mullion Product Evaluation Report FL313+iR3A-E_KCI QALlc,n:e%gdf for complete Inst of Limitations and Conditions of Use. Creat d by ndependent Third Party: ...._. 3136.5 � FE5704, Flange Tube Mullion 1" x 4' x 1/8" -__- - ---- Limits of Use----..---- Installation Instructions Approved for use In HVHZ: No FI3136_R3 11_h)It1I!pn lnstall_FL3136_6-UG.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Black, P.E. PE - 52583 Impact Resistant: Pro Created by Independent Third Party: Deaign Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Uesign Pressure 1`0136_R'3-AE-FEII002-Rev2 �R-hEulllpns.pdf Drawings for OP. 2) See Mulllon Product Evaluation Report FL3136 R3 AE KCI OALlcensee.pdf for complete list or UnIltatlo Is and Conditions of Use. ' .. „_"".`. Created by I..dependent'Tfdrd Party: _ SSSS.. "._...-- _ 3136 G Plo. FE5705, Flange Tube Mullion - ...... _ L--_ ... _. _ .- ------------ 1" x 4" x 3/8' (front/back) x 1/8" (side) -.. _ ....------- ---- ------- - Limits of Use Installation Instructions Approved for nae in HVHZ; No f_�_FL1Dva L3136_ 60r. df FL3136 R3 11 11112 Approved for uta outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports rem• Other. 1) See Installation Instructions/Design P _�,ua >_ 2- I' n,. df v R Mul to F 13 R3 AE FEI[OU_ Ra _ E L3 _ _ p Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 RS -,AE KCl OAUcansee.pdf for complete Inst of Llm'tations and Conditions of Use., Created by Independent Third Party:: ,_ ^ 3135.7 I No. FE5706, External clip _- _..._ _. Extemal clip for lx tube mullion -_ Limits of Use Installation Instructions Approved for use In HVHZ: No FL3136_R3 IIPMulllon_Install_FL3136_6-06.pdf Approved for use outside HVHZ: 'fes Verified By: Wayne A. Block, P.E. PE _ 52563 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports other: 1) See Installation Instructions/Design Pressure FL-313(i_R3 AE FEIIOO2-Rev2-ER_Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136_R3_AE KCI_QALIeen,ee.pdf for complete list of Limitations and Conditions of Inc. Thlid Patty: Creates by Independent y _� ____. -_ TAS 100 (A) 313G.B ! No. FE5707, Internal clip _ - internal clip for lx tube mullion --- M_ Limits of Use Li Installation Instruction Approved for use in IIVHZ: NO FL3136 R3 11 1l II_ IruLall FL3136 6-06.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52533 Impact Resistant: Yes Created by Independent Third Party: Design Prassar o: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 [l3 AE FE11002-Rev2-Llt._Mullions.pdr Drawings for DP. 2) See Mullion Product Evaluatlan Report 1`006 R3 AE KCl QALlcen See.pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: . -- __.. _ .... ..:-".-------. __.. ........ _..------.._._.. .. ....... ... __---_ --'- - 3136.9 No. FE57U8 External clip External clip for 2x tube mullion -- _ Limits of Uso _.._.__ Installation Instructions Approved for use in HVHZ: No F1.3136 -R3,11 Mulllan_Irutall FL3136 6-Q6.pdf Approved for use outside IIVIIZ: Ye; Verified by: Wayne A. Book, P.E. PE • 52503 impact Raaiatant: Yes Created by Independent Third Party: Oanigu Preston, N/A Evaluation Rcports other: 1) See Installation Instruction,/Ue51gn Pressure FI -31361(3 -AE ,F EIj002_IlaY2-FR Mil l l Ions. pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL313 R3 AE KC? ALlcen -ce pdf for complete list of Limitations d Conditions of Use. Created by Independent Third Party. --. - - - -- 3136.10 to. FE5709 Fin Tube Mulllon ._ -- -.. 1" x 2 x 1/8 SSSS. _._...-. ..._....,SSSS-.-_. Li ... it. of Use SSSS _SSSS.. Install t a Irs[nrctivns Approved fon uta in HVHL: NO I -L31 36 R3_ IT_MnIII.O_Io,LdI _I 0136 6-06.pdr I Approved for use outside IIVIIZ: Yes Verified By: Wayne A. Block, P.F. PE - 52583 Impact Resistant: TO Created by Independent Third Parry: Design Pressure: N/A Evaluation Reports 1) See Installation Instructions/Design Pressure F1­3136._R3-AE_FE[IU02-Rev2-ER. Moillons.pdf IOther: I Drawings for OP. 2) Sae Mullion Product Evaluation Report F_L3136_R33AE KCI QALicenseeydf fur couiplata list of Limitations and Conditions of Use. ._......__. ....... Created by Indopendent Third Potty: 3136.11 I No. FE5710, Fin Tube Mullion 1" x 2" x 3/8" (frust/back) x 1/3" (side) Li Its of Use Installation Irish uctiorts Approved (or use in HVHr':FL3136__ No_.p Mullion Install FL 136 6 U6. df R3 II t _ - A veil for use outside -'I ppro } ;Yes IVHZ -P.E.- rlh Wayne A. Block, PE - 52583 /e ed 8 Y Y Impact Rosrstank fro P Created r endent Th rd Party: b Inde / P Design P. -sure: N/A E value hon ReP arts Otleur: 1 See In stullut On !r ctinns/Design Pressure (3 AF FEt1002RP`12-ER MUlon5. dF FL3136- i - p Drawings (or DP. 2) Sec hlullit5tnr ProdUC[ Evaluatlan Report htC FL3135 R3 AE KCl ALia`nscu. df -_ __- Q p for wnl )-11. of LII111tathrid -...... .--.--.-.-- and Gvhdltlul5 of Use. Created by Independent Third Party: �._..._ _SSSS_..... 2007 3136.12 No-FE5711, Fir) Tube Mulllon 1' x 2-7/16" X 1/8" _^� Limits of Use Installation Instruction. Approved for use in HVIIZi N FL313G_R3 It Mullion jm,tah F1.3136-6-06 put Approved I. use outside IIVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: Pl/A Evaluation Reports othur. 1) See Installation Instructions/Detlgn Pressure FL31-36 f(3_AE-FEII002-Rev2-E R_Mu 11 IS It ,pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3li5_P3_AE_KCI_QAI^ celuee.pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Pal Ly: __.__-- 3136.13 Nu. FE5712, Firt Tube hiunion ........_...,...._....-_ ...... ...... _......._......__....... ------- -------------_..__.........-.--------------------------.._._. ............__ 1" x 2-7/16" x 3/8" (frvrIL/back) x 1/8" (side) Limits of Use Installation Instructions Approved for use in HVHZ: No FL3136 K3. 11_Mulllon_In Stall,-FL3136.6_06.12111 Approved for use outside HVHZ: Yes Verlfled By: Wayne A. Block, P.E. PE -52583 Impact Resistant: Pro Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) Sea Installation InsLrudlons/Design Pressure F1.3136 R3 AG FEII002-Fey ER. Mullions.pdf Drawluys for DP. 2) See hlulllon Product Evaluation Report FL3136 R3 AE KC1 QAL[consee.folf for emmplate list of Limitations and Conditions of Ilse,v Created by Independent Third Party:W­ ­_.._ 3136.14 No. !E5713, Flu Tube MUNIOR ..- ___--..._-.................----.-.--.--., ._-..._.-._.._�...._.__. ^^ 1" x 4" x 1/8" ....,.___.^___-_.-.__.__-..___.____--.__..__._-.._..._.. Limits of Use Installation Instructions Approved fur use in HVHZ: No EL3136 R3 II Mtdlion_Install_FL313c_6-06,pdf Approved for use outside HVHZ; Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: fro Created by Independent Third Pally: Design Presswe: N/A Evacuation Reports Other: 1) Sao Installation 1115truction5/De5ign Pressure FL3136 R3 AE FF,II00_2-Rev2-ER_Mul11olv.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL3136 R3 A'c_KCI_QALicensee.pdf for complete list of Urnitations and Conditions of Use. .-._.. __._.... --- ..SSSS. ... .... _.._---..__....---- Created by Independent Third Party: ___ _ ------ ..� 3136.15 Pro. FE5714, Fin Tube Mullion _L.. 1" x 4" x 3/8" , Limits of Installation Instructions Approved for use in HVHZ: No FL3136 R3 -_1I Mullion Install FL3136 6-_06,pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. 52533 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evacuation Repm'W Other: 1) See Installation Instructions/Design Pressure F1­313G_R3 AE FEIIU02-Rev_2-ER Mulllon5.pdf Drawings for DP. 2) See Mullion Produrt Evaluation Report FC313(,R3 AC KCI-QALicensee,pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: _�.__.__._. ______�..._�.,�.-..._.._._.�_ ____._.__..---...__._.__.-.-_.,.._..,..__..___..-.._-..__ ..___-___.-._-___._--_-._..__._............... 3136.16 No. PE 5715, Flange sill/fin clip Flange sill/fin clip for 1" x 2" mulllon __ - Limits of Uso Installation I itnnctions Approved for use in HVHZ: Na F01,16 R3_I1hlulllorl_In tall FL313136-06.pdf , Approved for usv outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Ucsign Pr triune: N/A Evaluation Reports Other: 1) See 111 stallatlon Instructions/Design Pressure I L'51'36_fi3_,AE FE11002-Resv2-ER hluihonpdf hl Drawings for OP. 2) See ulllon Product Evaluation Report FL3136 R3-AE_KCL_QALICellsee.udf for complete Inst of Limitations and condition-, of Use. ---==---,-,-"-,--------.-------------,....p. Cleated by IndependentThird Party: _._ . .... ..... ...._ SSSS.... .. j 3136.17 No FE5716, Flange ill/fin clip ..... _... ---- ' . ._..- -' ._ Flange SIII/fin dip for 1' x 2 7/16' mullion T Li ... its of Use 4 - Installation Iustluctions App -:d for use in HVHZ: No PL3136_R3_II_Mullipn._luihlll FL313G_6-06.pdf Approved for use outside HVHZ: Yes Verified by: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Tndependent fhhd Party: Ucsign Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL313fr_R3_AE FEI1002-Rev2-ER_t4ulllons.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3135K3_AE_KCI, QAU,sa2€ndWf for LUINPiele list of Urnitatlons'antl Conditions of {Joe. Created by Independent Third Party: ___.._._.__..__._._._....__.__ -- 18 No, FE5717, Flange Tube Mullion 3136.I - _--__._-_..._SI x 4" x 3/0" (front/back) x 1/3" (sloe) jjj�{ t {:1' �Y 1 tt". tit it,t t e ,J 3,t d . r':. ft- i. T n 1. 'r a t 1 H t' '•i "," E 3 : Jl Inll..ltj)„n.r).� ,._.iF t .a1LnIA r :.. iii f I ".'. 311{.++{ y11 ifi s' v - IN? ...1H. ','"x;:f` l3 "'r } t 1' f t �{:; S if(1Sr,iE -t: tmm Roofing erli`frir.i i'rjt3.ijflvin(�i.r.T}SlyuF,.Iii OC15 R.- ' Loo 1,11 IJ;r kc95t'A.n f Ilot ToPKI i 5obnot Ncrurgc I `_tat: Q Facts i Fable bri> ! ruC Sulf :5 =care Map ; u . Soorch 1 AProduet Evaluation Report Born a Florida Registered Architect or a Licensed i.«e Approval Florida Profewlonal Engineer 2007 t� FUSER: nubk Uc. , X Evaluation Report - Hardcopy Received Cornnlents ,EdLj APWp B,,i,a> Itqcar >�yjluitan tsz> APPlkation Detail Robert Nieminen FL # FL5444-R2 ALrde Application 'type Revision PF -5916G Code Version 2007 Underwriters Laboratories Inc. Application Status Approved 10/01/2010 Comments Validated By John W. Knezevldn, PE Archived 15 i`'� Validation Checklist - Hardropy Received Product Pianufacturer CertainTeed Corporation -Roofing FL5444 R2 COI Trinity ERP Cerhfr:dlton of Ih,P,L ndenre.gdf Address/Phmte/Entail PO Box 1100 Year Jack Mowery 1400 Union Meeting Rd 2003 . Blue Bell, PA 19422 2004 • (215) 274.2350 2005 Category rlchard.a.snyder¢nsalnt gobaimcom Authorized Signature Richard Snyder Cornpllance Method Evaluation Report from a Florida Registered Architect or a Licensed ridtard.a.snydei gOsalnt-gobain.r-om Florida Professional EnVioCC' Technical Representative R. Allan Snyder Florida Engineer or Architect Norne who developed Addresu/Phone/Eniall Po Box 1100 Architectural' Testing, Inc. Florida License 1400 Union Meting Road Quality assurance Entity Architectural Testing, Inc. Blue Bell, PA 19422 12/31/2011 Validated By AIIan.R.SnyderC Saint-gobain.com Quality Assurance Representative . r':. ft- i. T n 1. 'r a t 1 H t' '•i "," E 3 : Jl Inll..ltj)„n.r).� ,._.iF t .a1LnIA r :.. Hf lti Hmm� ; InB 4, j u>e' Re<j 5tral'on H>t rel r: Address PhoneI Email l3 "'r 03/01/2009 category Roofing "p.USER: p,nlc U-.er Subcategory Asphalt Shingles Installation Instructions Connpllanm Method Evaluation Report Born a Florida Registered Architect or a Licensed New Florida Profewlonal Engineer 2007 Application Status X Evaluation Report - Hardcopy Received Cornnlents Florida Engineer or Architect Name who developed Robert Nieminen ria" ' the Evaluation Report ALrde Address/Phone/Ercall F drida License PF -5916G Cuyahoga Falls, OH 44223 Quality Assurance Entity Underwriters Laboratories Inc. RIF Quality Assurance_ Contract Expiration Date 10/01/2010 Nick Thompson Validated By John W. Knezevldn, PE Technical Representative Nick*Thompson i`'� Validation Checklist - Hardropy Received 3773 State Road Certificate of Independence FL5444 R2 COI Trinity ERP Cerhfr:dlton of Ih,P,L ndenre.gdf Referenced Standard and Year (of Standard) Standard Year Jack Mowery ASTM D3161, Class F 2003 . AS Ito U'3,162 2004 • ASTfl D7158, Class H 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 option D Date Submitted 07/27/2009 Data Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 10/13/2009 FL # Model Number or Name . _ --- ._. SSSS.... ..Rnnfim 4.74.1 Cor[ain I end A> halt 5 J P 5hm les 9 Limits of Use Approved for use in HVHZ: No Approved for use outsides HVHZ: Yes Impact Resistant: N/A Uesign Pressure: N/A Other: Refer to ER Section 5 for Whits of Use ❑etc rl tion p --_- _----_ �... ._.__. 3 -tab, laminates architectural and 4 -tab asphalt roof__ Shingles Installation Instructions FL5444 R2. N er072709FINAL Asuhalt 51hingle-F1­5444- R2.udf Verified By: Robert Nieminen, PE PE-591CG Created by Independent Third Party: Yes Evaluation Reports FL5•l j9_ fi2 AE 1072709FINnL A phaL bhinule FL54441- R2..0df created by Independent Thlyd Party: - Yes wck NCA" K Vep M fC r Icy Arr Irs £b +d> olddmg co,de 019- C W11 and standards la,ma,d nnx M,rrlal�rnl p� r *rW A 1 t lsl'. i it! r) t I{ it11i'1-i t 71 p� y }. t }.lLt.t _r.t.Ik.l.r4t tt 73 4..i� ..s� ..�?x#Il.{(.�t,if74kllltt.r.t...f;�..�crr-0 . r':. ft- i. T n 1. 'r a t 1 H t' '•i "," E 3 : Jl Inll..ltj)„n.r).� ,._.iF t .a1LnIA r :.. Hf lti Hmm� ; InB 4, j u>e' Re<j 5tral'on H>t rel r: - F ra.,a ` Ir.r; ;re w.: ,SSSS S�a rl ^. S,hnY.. r-rhi-��-{,1-hrnc L. � F,:hGI'ub" � a � p t l3 "'r 03/01/2009 r l Product Approval 04/07/2009 "p.USER: p,nlc U-.er H Vinyl Siding ...._____--_-__.__.__-.__-_.__.-.__-_.__._... ",v Ate,_vol f'I-to>r±Tdlit^t A,,11 nn4o.,rrh:A,o4c,rnnli:t>Applkction0etuil Installation Instructions FL k FL1-2103 Application Type New Code Version 2007 Application Status Approved Cornnlents Not for use In FL12103 RU AE CoYf:OL[y.2Af Archived ria" Product Manufacturer ALrde Address/Phone/Ercall 3773 State Road Address/PhoneTcmail Cuyahoga Falls, OH 44223 :�u"��1 (3 30) 922-2389 RIF thompson (`2)alslde.com Authorized Signature Nick Thompson Authorized Signature nthompson0alside.com Technical Representative Nick*Thompson Address/Phone/Email 3773 State Road Address/Phone/Emall Cuyahuya Falls, OH 44223 I irnl.ar' F,rt: i Pubdcalu,a nthompsonC^_)al5ide.corn Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Quality Assurance Representative Cuyahoga Falls, OH 44223 Address/Phone/Entail (419) 853-4656 Application Type jmoweryir)alslde.eom Category Panel Walls Subcategory Siding Cornpllance Method Evaluation Report from a Florida Registered Architect or a Licensed Subcategory Florida Professional EnVioCC' Compliance Method F- Evaluation Report - Hardcnpy Received Florida Engineer or Architect Norne who developed Alan Reeves the Evaluation Report Architectural' Testing, Inc. Florida License PE -19354 Quality assurance Entity Architectural Testing, Inc. Quality Assurance Contrail Expiration Date 12/31/2011 Validated By Steven M. Uich, PE Referenced Standard and Year (of Standard) 'F1 Validation Checklist - Hardcopy Received Certificate of Independence FL! -.' 10R2.441 cert of Inde n end? Udf Referenced Standard and Year (of Standard) Standard Year Authorized Signature ASTFI O 3579 2005 Equivalence of Product Standards Certified By Sections frurn lie Code Product Approval Method Method 1 Option D Data Submitted 02/12/2009 Date Validated 02/25/21JO9 Dab? Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 12103.5 Coventry H Vinyl Siding ...._____--_-__.__.__-.__-_.__.-.__-_.__._... limits of Uso Installation Instructions Approved far use in HVHZ: No FL12107 RO II Cwentr v.udf Approved far use outside HVHZ: Yes Verified by: ArchntectUral testing, Inc Impact Resistant. N/A Created by Independent Third Party: Yea Design Pressure: PI/A Evaluation Reports Other. For use as exterlor cladding only. Not for use In FL12103 RU AE CoYf:OL[y.2Af HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5-, Double 5' Dutchlap, Double 4', Double 4" Dutchlop, and Triple 3" r/- 86.5p5f with palls. KAYCF.PI LTD It !i ,,I}}') i��.iEE.,+: r j�ti0 11''att^}r tri(?:{•`.}} a(f f j�rtn f ,r IG I t t 1{��, xl} F a t4"; {.ti 1 ,a t r t" }r : r'.Iryi{Ft` r11<.ni nn 1 .. i t !lie : 'XIS, j �` e - j I: fy� ..Ijttl'y,n kk. r. / I 1 '1 fY' -IV i1 . fi c+... Sri M 1a J{( i i{t8 ft f -.+ {I. it. i. _ I .. t �j n)1. W�ii. f l l t t x i1. :'.j�,i $ �I't jar •.. . r I 1) ,. is in r i , 0 ••• l 1 _ ter} 1 � • "i�xNr`t!t :4i� is . ':,•+rt, ,. } f {t [i`{j� ;+�.n ur.Iia".t�i.'i } ". !r 11 FI '11'4 f1�31PkIitF�tf:T�t'iJAli�i r, ,; 1r �Tf r :`Y.,,.y't + rrtt a. p I�ij;�t'rl([�L;C:31t;1� uixnnt�itYtikPf�iil{.1 ClrittllYrf ..CIS Hnne. r InB In i Uae,,s,,oarorinn I Hot Tnplrr. : :,,,hmlk Sod.,,, I Eto LS;. Facts ( a,blea ..x f mo StnR i rY IS;,le Map Ln.<: .ra-+h t uqi­"_ )Product I)Product Approval - y 12 Fcbl,.ser frit Ow 6Voa,rtn,„ruv.,IM_,_>lo,.ttol{pplr'aSoe_°.T-a"h -1 'n prnlx,r)<'-' %Appliwllon Dzfall FL # FL12199 Application Type Nese Cade Version 2007 Application Status Approved P Comments Code Version Archived>. lr. Product Manufacturer KAYCF.PI LTD Address/PhoneTcmail '> Boer Circle •1U_ y :�u"��1 Williston, VT 05495 RIF (905) 793.9462 Ext 235 _ e'i ' i xE!"` alex jovanovicCakpproducts.com Authorized Signature Jovanovlc Alex lW ��i l SSSS... alex.)ova novl c@kpprod ucts.corn Technical Representative Alex Jovanovlc Address/Phone/Emall 255 Summerlea Road I irnl.ar' F,rt: i Pubdcalu,a Brampton, PION -US 05476 (i{s Product Approval tg'�f)I.USER: F'uLIG iL_ef (905)793.9462 Ex1235 Evaluation Reports alex.lov,muvl,a, kpprcducts.coln Quality Assurance Representative Alex Jovanovic Address/Phone/Entail 255 Summerlea Road Application Type Brampton, NON -US 12345 (416) 553-6818 2007 atex.jovanovicfa)kpproducts.cmn Category Panel Walls Subcategory 5offlts Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural' Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Tachlllcal Representative ;P Valldatlou Checklist - Hardcopy Received Certificate of Independence FL12192. RO_ COI Icr' Cer trfjca ._of-iodggen5(el.q, df Referenced Standard and Year (of Standard) Standard Ya, ASTH D3679 2005 Equivalence of Product Standards Cert tifieed By 3eciion> from the Code Product Approval hl nth oil Method 1 Option C Date Submitted 112/2G/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL # Model, Number or Name Description -- -- -- - 12199 1 Center Vent-' 12"/Solid 1 Triple 4 Partially Perforated Vinyl Soffit Limits of Use Inetallahon Instructions Approved for use in HVHZ: No FL12199 RO 11 Kaycalli111stollatalf,p!L Approved for use outside HVHZ: Yes Verified By: ICC Evaluation service, Ind. Impact Resistant: I'VA Created by Independent Third Party: Design Pre.tSure: I-70/-70 Evaluation Reports Other: Must be iustollod as per the manufacturers FL12199. 101 AE, e ll 13aj n�2jf tt11'r in ,SSSS. p_ r _ p I r..,...•"... . ,f I 1 ,... SSSS. �}..� t L11 1att1(I '� f i "ii4f• { Description- - -_ - 2075.1 {, ttt. i, � . rr @inn •m... 1 n •,,,-.�F-.,#. Ow f -L2075 R3 C CAC.1J1�.1U5 oG RV10_hIIAHI DAUE,pdf ,_wI ,J, . a" r -p e '. - r1.. -.Y:w..y Cl }( F Design P - me: N/A ..I'.. 3!,!n. FL20/5 R3 H 07-1105.06 RV10 h1IAhlI UAUE.Psf ,71. 4.,:f r�{i' 'H �Eu-ihr+4 Code Version l�13 .f.. lr. 1i:,t t�Rl# ,i T•frL. _: t . z e �llfl4 - 2075.2 ------ VENTRVIO------..._...�_,- :�u"��1 A Limits of Uso RIF Approved for uta in IIVIIZ: Yes _ e'i ' i xE!"` L'Il""'"uflil7 Quality Assurance Contract Expiration Date impact Resistant: N/A lW ��i l SSSS... .. Installation Instructions 'Er xr if .in. r ... , .,, r.-.."', h„ .. , J't .ry 3 0 r. + P, rr�1ti rnrFTt�se{ ujt-:.tA:�:h. 7 E EC15Hone ' Lnt71, U.,,F,a.,h,hnn • Hot Topics &,hmr.Srrh,ee- I irnl.ar' F,rt: i Pubdcalu,a w I.n.,: -'.a,<h I x FEC5IOIT 1 pclti ice n - (i{s Product Approval tg'�f)I.USER: F'uLIG iL_ef Alufab Ilurricane Shutters Evaluation Reports frodu-tnrn> Moan, �F,rppVstSr_Afeur:aM>n: ad,>AaoNcae,n Lbt> Application Uitail v Created DY Independent Third Potty: FL # FL2075-R3 Jacksonville, FL32218 Application Type Revision Code Version 2007 (305)688-4/U1 Cxt 19 Application Status Approved = Comments Authorized Signature Jeremy Kelsey Archived "I' - II0 L Product Manutacturer Florida Metal Products Inc. anthonyCvalufabh urricane.com Addr.s /Phone/Entail 69.10 Stuart Ave Tachlllcal Representative Pedro De F gueiredo 3*54ac411 ksonvllle, FIE 11801 Industry Dr. Address/Phone/Ernail (9()7 Jacksonville, FL 32218 ukcll7Nlarnco.com ^, Authorized Signature clarkjones CCi dar'kaflamco.com Ihkelsey�)s na,Lals.conl rechldoul Keplosentativu dark Junes Quality Assurance Representative Addre- Phone/Email P o box 6310 Address/Phone/Eniall jacksonville, FL 32236 (904)783-8400 ]acksonvllle, FL33218 clark@flamco.com Quality Assurance Representative clarkjone9 Address/Phone/Snail p o box 6310 jacksonville, FL 32236 Roofing (90.1) 783-8400 Subcategory Products Introduced as a Result dark@flamco.com Category Roofing Evaluation Entity Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Flat or LLtlug Certification Anict-y hliand-Uade 6CCO - CER Validated By Mlarnl-Dade BCCI - VAL 04/15/2014 Referenced Standard and Year (of Standard) lir nd,¢tl L% -!E Mlaml-Dade 6CCO - VAL TAS 100 (A) 1995 Equivalence of Product `Standards Or By Product Approval Methud Method t Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBCApproval 07/08/2008 Date Approved 09/15/2UU8 Sununary of Products _ J -__,-__ -_-______- F. -- next rr_AAd,00,rraq]n lxyadrnent of Coinin rnity Arr Irs tb'Tax BOW." Cuda Col- Cod- rrrn,e C d d tend>rds 2555 lc adOakrou4-vard rue'- ib Y1a 32jY921uu R R( 4 1 rt ( 1 "I.� `f1bT?a L 14{[�j?..ktj{_ ,i I•�. I;.. i t {, 3 n ,il d+ t �. '1 ", r� jjf •� -E,`•w Fy: .a ¢•(j�q� �.' ". l� {{� i. +oo u . I'1., j{ FL # Model, Number or Name Description- - -_ - 2075.1 -- VENIKV10_ VEIVFRVIO �- Limits of Use Certification Agency Curtificate Approved for use in HVHZ; Yes f -L2075 R3 C CAC.1J1�.1U5 oG RV10_hIIAHI DAUE,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Explralion Date Impact Resistant: N/A 01/31/2009 Design P - me: N/A Installation Instre'tlolls Other: FL20/5 R3 H 07-1105.06 RV10 h1IAhlI UAUE.Psf FL11024 Verified By: Miami -Dade BCCO - CER Code Version Created by IndependentThirdParty: Plow Evaluation Reports Approved Created by Independent 'Third Parry: - 2075.2 ------ VENTRVIO------..._...�_,- VENTRV IO _._._____ A Limits of Uso Certification Agency Certificate Approved for uta in IIVIIZ: Yes FL2075 _R2_C CA9-97AA25A@ ..RV10 t-IAMI DADE. J}_df Approved for use outside IIVIIZ: Yes Quality Assurance Contract Expiration Date impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions other: Fy'j„Q(2c_ji?_11!2Ljl,ll' f r Ir) MIAMI DAId-F,_.gdf 04 Verified by: Mlaml-Dade BCCO - CER Southeastern Metals Mfg. Co. Created by Independent Third Party: Alufab Ilurricane Shutters Evaluation Reports -�_ v Created DY Independent Third Potty: F. -- next rr_AAd,00,rraq]n lxyadrnent of Coinin rnity Arr Irs tb'Tax BOW." Cuda Col- Cod- rrrn,e C d d tend>rds 2555 lc adOakrou4-vard rue'- ib Y1a 32jY921uu R R( 4 1 rt ( 1 "I.� `f1bT?a L 14{[�j?..ktj{_ ,i I•�. I;.. i t {, 3 n ,il d+ t �. '1 ", r� jjf •� -E,`•w Fy: .a ¢•(j�q� �.' ". l� {{� i. +oo u . I'1., j{ .. ix� i q ... 3 I",-i)YIdALIF �lLtIi'fll£3r�itllt"�r'lrrrclnlr?]i3fi']alI � ,ldSi.J�i x r � �(y kI4.�,a+a1!N�„ I 1� 1. i tr. Y..� l +� a r. LST_ • 1 � n J� t. A .,:.. .....'Fi -SSSS ,J rt .:n F �` . -.: , .:.. . f� r 1 =nisi, ,- l Ino w 1 u_e, w-j,uora 1 '. w,r corn. t •, rh r 1.' t r ,t n. , un .n , ,r . � 1 ,bur:ln 1 'Irr f �IrM , I' .-.d 1 r 1 .. r r Iv'Is ,I ,. , , A'itfi n; fxr:" )Product Approval 1�,� .USER: Dubk Iver Florida License P?_odurf AP�7yal Merk,, PCG'Jl!_t - Ir..r In 0,11," A.PIceC'ron L_c: Appll!allon "Will quality Assurance Entity FIMIKI 11.n:nr.amnn I!"" 2r nnplrc.4 ,•SggrSb>^1IdliESJU.4 at> Appll Irian Uewn FL722-R2 12/31/2010 FL # FL11024 'FL fY Code Version Appllcatlon'Type Plow Appllcatlon Status Approved Code Version 2007 Code Ver tion SSTD 12.99 1999 Application Status Approved ,Application Status Product Manufacturer Comments Address/Phone/Eniall 7635 w 211d Ct Archived i3f rllaleah, FL33014 04 Product Maallfa CtUFor Southeastern Metals Mfg. Co. Product Mamrfacturer Alufab Ilurricane Shutters Addre55/Phone/Elh Mil 11801 Industry Drive Authorized Signature Steve Pulliam �t�t(D Jacksonville, FL32218 Engineering@metaltcch.com Opa I.ocka, FL 33054 (904) 696-4682 0 (305)688-4/U1 Cxt 19 O J h kelsey k_Jsenleta L^.Com = mlthony4Dalufabh urricmne.corn Authorized Signature Jeremy Kelsey Authorized Signature Robert Andrade II0 L jhkelsuy ?ScmctaS.com M anthonyCvalufabh urricane.com Technical RepreseutaUve Jeremy Kelsey Tachlllcal Representative Pedro De F gueiredo Address/Phone/Email 11801 Industry Dr. Address/Phone/Ernail 6971 West Sunrise Blvd. 104 Jacksonville, FL 32218 ^, (904)757-4200 Ex14682 CCi Ihkelsey�)s na,Lals.conl l I� -) Quality Assurance Representative Geny Shotsberger Address/Phone/Eniall 11801 Industry drive ]acksonvllle, FL33218 (904)6915-4204 ypsh otsberg e'usemeGds.cont Category Roofing Subcategory Products Introduced as a Result of Plow Technology Compliance Method Evaluation Report frons a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality At,uranco Entity Mlanll-Dade BCCI - QUA Quality Assurance Contract Explratlon Date 04/15/2014 Validated By Mlaml-Dade 6CCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Jertified By Sections front line Code SS ltld"A TAS 100 Yea 1995 Approved Evaluation Entity FII l r�3E_nL,ii-20441`I2AYg _than L--tl6pdf 4 r FI A 1114 Y" 1j " 1 d 1 it l o IJ t- 1 l •' 1 I ri9l . Uy?+ i£11 u [- i i UA ur� A�i +tat• f,}, C ... l' `..A �ty itj l " . Iran1t t r 1. Li1a� n. t li�:!�.:i�77 C i^Y `yy�� k_1.L �. j r^ J 111. call }I 1 !.} C C N �.! 1. �r}t 1„1{ + t .,I `i t 1!r ti 77 HI Ft 't U11i .��#._ _+..?vel; .. ix� i q ... 3 I",-i)YIdALIF �lLtIi'fll£3r�itllt"�r'lrrrclnlr?]i3fi']alI � Compliance Method aY x.. ', S +i 1,...4 a •.., s 9 J 4 Y d , ,r,aii$i:1i7T"�._ lrfS'iitEt[. o r oar,('. tl (l. i k. 1u. ! � ocl.illnmr : laBe I U_rr FJ:Ihtratla, ; Hr -11,11• "r -,t S,,,t ,i inn I :E1,1-:4FaU+ I Gubhcen,+ i F1'(- calf i 111'.1.. -+tri M,,p i I "I'n 3-0 i 0 /fi f l Product Approval "»�USEIi. Florida Engineer lir Architect Nd developed Ruben[ S. htonsour �t,} FuWL Uxr ; u.1,3 S+�Yh . Florida License P?_odurf AP�7yal Merk,, PCG'Jl!_t - Ir..r In 0,11," A.PIceC'ron L_c: Appll!allon "Will quality Assurance Entity FL # FL722-R2 12/31/2010 Application Type Revision 'FL fY Code Version 2007 FC%22_R3CQI 024 cart IndipelLd,pdf Appllcatlon Status Approved Comments Code Ver tion SSTD 12.99 1999 Archived 11&5 ,Application Status Product Manufacturer Metal Tech, Inc. Address/Phone/Eniall 7635 w 211d Ct rllaleah, FL33014 04 (305)9%U-7507 Product Mamrfacturer Alufab Ilurricane Shutters steveU9meta l tech. corn Authorized Signature Steve Pulliam �t�t(D Engineering@metaltcch.com Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Slurw Panels Compliance Method Evaluation Report front a Florida Registered Architect or a Licensed n, at .. .,... f r T a r n Florida Professional Engineer 3.. Evaluation Report - Hardcopy Received Florida Engineer lir Architect Nd developed Ruben[ S. htonsour the Evaluation Report tire ; u.1,3 S+�Yh . Florida License PE -11955 quality Assurance Entity National Accreditation and Managemeol Institute Quality Assurance Contract Expiration Data 12/31/2010 Validated by ORLANDO L. BLAPICO, P.E. 'FL fY P»,r` Validation Checklist - Hardcopy Received Certificate of Itdepeudmlca FC%22_R3CQI 024 cart IndipelLd,pdf Referenced Standard and Year (of Standard) Standard Year ASTM E 330-02 2002 Code Ver tion SSTD 12.99 1999 Equivalence of Product aandards Certified by Sections from the Code Product Approval Method Huthod 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Dot ePending FLIC Approval 03/11/2009 Date Approved 04/07/2009 FL #Model, Number or Name Description _.._......__ _ '_...........-_ 722.1 .021 Galy. Sleet Hurricane Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FLirz,4 32_I3_flLl_dr-inn.lrilf Approved for use outside IIVIIZ: Yes Verified By: Robert S. Montour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Not for use In High Velocity Hurricane Zones of the FL7Z,2„.tzµ AE 024 evaluatlon.pdf Flat Ida Building Code. Maxirnurn Span 140" at 2452 P.S.F. Created by Independent Third Party: Yes Maximum Design Load 193.02 P.S.F._�^__ T .F. with a Span of 55" _ -_ ---^_ -T [ kj 1n- tj [-.-111111.-111.111. id,'." t 15oo',o n y Ar/ i,s £W d B Ad g coil a alac cOfd e dr. Sl,„,u JVAB1. a,d I T h 5 9,1! d Jdfil IUP H50) 487-i37 . rax 1550) 41.1-S4JO { r k t, )1r } t l l r l:rt [ rut[ !i ! (!!tt!(r 1 t' rj 3'pk� ji U, ,..�,- .ii. �.11 �l�w+- -i ��t j1} kl lr m (}3.` �- Shutters F [4E u i l k11(,!i ! E ..l ,.ti.�. _fit^'%11 (l., i7' + ',](Jf�,Fi �IjfE i iii,: I x.Y.:'.,: '1(UR Pf 3 r ,t... 1...x17 �, 1 r 1 F 1 � 1 LIx�� t SSSS u it rr n, at .. .,... f r T a r n ,� ,1 .. + _ S ,� t,a1r�"I. ' ntri�l,k�1!(d. i .. . r w _.y . r. . 1 .i:.`1 1t,Td'�', _I,.a 15 name ' Lug a' t_ User r_yGtraeon 1 Hot ropk3 i SUL nc ov ha`ae ! oar .l tact: , FUEIkaLu u + nee talc ' loci _ t. clap ; u.1,3 S+�Yh . -a-_ ::. �-' ,'Product Approval ,il Il lib[ 1/'cr �. USt . ' PE -, Assurance Entity arcdntation and Management Institute52609Florida National A Prt ArnY IM++ ernarhor Air,,V,tnn^� : -'r lnlatun L_t'•ApFli. tion Detail Validated By Jesus Gonzalez, P.E. 'FL fY FL480.1-R2 Certificate of IndependenceL41Z4 R2 COI_09 -"2 G!..Lidt 'Application Type RQviulve ASTM E330, E1996, E1886 2002 Code Ver tion 2007 O 0 ,Application Status Approved � Cornnlams Archived 04 Q) C7) Product Mamrfacturer Alufab Ilurricane Shutters Inc. Address/Phone/Ercall 13000 Nw` 38 Avenue �t�t(D Opa I.ocka, FL 33054 O 0 (305)688-4/U1 Cxt 19 O p 0- = mlthony4Dalufabh urricmne.corn QJ 3:IS Authorized Signature Robert Andrade II0 L M anthonyCvalufabh urricane.com =0 Tachlllcal Representative Pedro De F gueiredo Address/Phone/Ernail 6971 West Sunrise Blvd. 104 Plantatlou, FL 33313 E ngcoc`DaoLcom Quality Assurance Ropresentative Address/Phone/Email Category Shutters Subcategory Storni Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Englnecr I'Vr Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro Do Figuelredo the Evaluation Report 07/09/2(0013 License PE -, Assurance Entity arcdntation and Management Institute52609Florida National A Quality Assurance Contract Expiration Date 12/31%2010 Validated By Jesus Gonzalez, P.E. pats Approved M', Validation Checklist- Hardcopy Received Certificate of IndependenceL41Z4 R2 COI_09 -"2 G!..Lidt Referenced Standard and Year (of Standard) Standard Y_ar ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections front lire Code ormory of Products __ _ -_ _ or Name Description, # Madel, Number p 10211--i " Cher-Ve nt Off -Ridge e Static roof vent Woa ------..- units of use Installation instructions Lpprnved for use in HVHZ: Yes FL31024_RO_tl^21106_f1Or'� S`leatll._r Vent.pdf 1pproved for use outside HVHZ: Yes Verified By: Mlanti-Dade BCCU - EVIL mpact Resistant: N/A Created by Independent Third Party: )esign Pressure: N/A Evaluation Reports )Ther: ELI 1.R2� fi4..L1E_,?0U8 HOA Weather Vent jrdf [y,-1 C:J I I,A Ad, -o". V"rt ... .a, aro......-a' Affair £,,'G aurra4,g Cotle 'oAo. Code'' a...15rarxrarns assn Siv:o:md Cek LA"i'-N r'11, ;:cc, Rl .da 32J99.2100 d") 48/-13" J. Fan (H o 111 B-134 FL # Model Number or Name Descri tion --- Limit. 2< a and 24ra Steel Stone Panels -_ 4004.1 4ga ti 22ga Stool Storm Panels Corrugated 1 J J Limits of Usc Astullalimn Ins[ructlons Approved for ,Inc in HVHZ: No FL 1801 H2 [[ 09-032 DY)G.udf Approved for use outside IIVIIZ: YES Verified by: Pedro Da Figuereido 52609 Impact Resistant: Yes Created Uy Itdepund-L Third Port/: Yes I Design Pressure: +104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4§0,4 kit Ati- OJ -232 P R L+df as per drawing 09-032. Created by Independent Third Party. Yes w,hl Next r1Tdi�a]Q�'. P (D Product Approval Method Method 1 Option U Product Approval Method Method 1 Option C Date Submitted U'1/Io/JOu9 Date Submitted 07/09/2(0013 Date Validated 04/22/2009 Date Validated 07/17/2008 Date pending I`BC Approval U5/10/2009 Date Pending FBC Approval 07/18/2008 pats Approved UG/U9%2UU9 Data Approved 09/15/2008 L.73 F-� ormory of Products __ _ -_ _ or Name Description, # Madel, Number p 10211--i " Cher-Ve nt Off -Ridge e Static roof vent Woa ------..- units of use Installation instructions Lpprnved for use in HVHZ: Yes FL31024_RO_tl^21106_f1Or'� S`leatll._r Vent.pdf 1pproved for use outside HVHZ: Yes Verified By: Mlanti-Dade BCCU - EVIL mpact Resistant: N/A Created by Independent Third Party: )esign Pressure: N/A Evaluation Reports )Ther: ELI 1.R2� fi4..L1E_,?0U8 HOA Weather Vent jrdf [y,-1 C:J I I,A Ad, -o". V"rt ... .a, aro......-a' Affair £,,'G aurra4,g Cotle 'oAo. Code'' a...15rarxrarns assn Siv:o:md Cek LA"i'-N r'11, ;:cc, Rl .da 32J99.2100 d") 48/-13" J. Fan (H o 111 B-134 FL # Model Number or Name Descri tion --- Limit. 2< a and 24ra Steel Stone Panels -_ 4004.1 4ga ti 22ga Stool Storm Panels Corrugated 1 J J Limits of Usc Astullalimn Ins[ructlons Approved for ,Inc in HVHZ: No FL 1801 H2 [[ 09-032 DY)G.udf Approved for use outside IIVIIZ: YES Verified by: Pedro Da Figuereido 52609 Impact Resistant: Yes Created Uy Itdepund-L Third Port/: Yes I Design Pressure: +104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4§0,4 kit Ati- OJ -232 P R L+df as per drawing 09-032. Created by Independent Third Party. Yes w,hl Next r1Tdi�a]Q�'. P (D Q-) . _ (a) 4� C.) ( , W " L.73 F-� 0 0- O 0 N � S. Q) C7) U �t�t(D O 0 �L O p 0- = .� QJ 3:IS 0 II0 L M 0 =0 M .N ^, - CCi l I� -) ,� � /gib V J E Z Z W J 1119 100 :1 K"' L_L_l .-T' z z < J CL SHEET NO. 4=- ^ , ^�.1.,J W U V` 'V > 0 0- U 0 - 'A1 1- cc M