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Home My WebLink About333 Bella Rosa Cir{HEC.OVED MAR 1 s CITY OF SANFORD 2010 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Docurneuted Construction Value: Job Address: e,�� o, �� s C� - T (" Historic District: yes I Nu L� Parcel [D • N- - Zoning: t K_ Description of Work: New a —. ` Plan Review Contact Person: Title. _ Kf-, r Phone: (`i�) �E 1 is - U�(�3 Fax: -1� t� 1{-1 �i- t -t `tt� _ G-ruail: Si ,v��`j-i% Property Owner Information Nainc LCNIIAR I�oF�E�- �L_�- Phone: Street: 155G�C � �_, -4wrw Avg L�rz �vr ,-cG: 2l0 Resident of property? C:rty, State Lip: Contractor Information Name Street: ,W- vAyw fRve_ City, State zip: , Vit-- 33 Zes ca Phone- S`Irt State License No.: Architect/Engineer Information Name: u-y_ePhone. <��C�< - �C��-- StCl:Ct: E14Fdx: (EC3� _ �2� �0 - c City, St, Zip: kGx_�PK E-mail: i ;ct Bonding Company: N� Mortgage Lender: tg zA Address: Is- 13 %i 17, �.1'� /J`�/. �)7�3 Address: Building Permit C, PERMIT INFORMATION Square Footage: �,� O�j Coustructioa'['ype: No. of Dwelling Units: - _ Flood Lone: Electrical 9 New Service - No. of AMPS: Xl) Nlechauical EI (Duct layout required for uew systems) No. of Stories: J_ Plumbing El New Construction - No. of fixtures: ) 0 Fire Sprinkler/Alarm CI No. of heads: INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 2.1 INTERIROR ELEVATIONS 3 ELECTRICAL PLAN 4 HVAC PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN I ` �J i L1 LINTEL DETAILS SN _T__ L '_. - _ r _- STRUCTURAL NOTES I (, 1 � [ J SN1 DETAILS - -- C . _ 1 _ .L.) C __) . _�' [ S3M MONO DETAILS r- r_,`- _ r _ r r- -i-- 1 i- I r r- J: J 1. ---- _i T (.l� J._ F _L_rJ ��%- ��T_l_ S4 DETAILS T J [ I S5 DETAILS FH � 7� 1_ I- .L %F T. SS RETROFIT DETAILS D1 SECTIONS & DETAILS PA1 0 PRODUCT APPROVAL NUMBERS PA PRODUCT V B 1 P T APPRO AL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS El 1 L] L] ABBREVIATIONS EILIF—ILILILIE]EJ A.B. Anchor Bolt Flr. Sys. Floor System Rad. Radius ....... . ........ - >Abv. Above F.PI. Fireplace Ref. equireator U u u A/C Air -Conditioner Ft. Foot / Feet Req d. equired U u u u Adj. Adjustable Ftg. Footing Rm. Mm A.F.F. Above Finished Floor FX Fixed Rnd. Found A.H.U. Air Handler Unit Galy. Galvanized R/SH Rod and Shelf S ALT. Alternate G.C. General Contractor Square Detector S..FF . Square Ft. ------------------------------ _--- B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Fir- ----- Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered Clg. Ceiling Laun. Laundry Thikn. Thicken 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 Trans. Transom Window Dryer Mas. Masonry Dec. Decorative Max Maximum UC Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting Dbl. Double Mfg r. Manufacturer U.N.O. �Jnless Noted Otherwise VB Vanity Base Dia. Diameter Micro. Microwave Disp. Disposal Min Minimum Vert. ;Vertical Dist. Distance M.L. Microlam V.L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof W D.V. Dryer Vent Mono Monolithic Vasher W W/ D.W. Dishwasher N.T.S. Not to Scale ith Ea. Each Opn'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. wedge Anchor Elec. Electrical Pc. Piece Wd VVood Elev. Elevation Ped. Pedestal WP (Vater Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate HeightLJ f I Fin. Fir. Finished Floor Pit Sh. Plant Shelf / F.G. Fixed Glass PSF Pounds per square foot Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room +ANFORD JI! l71r°iG aspr. REVISIONS ut �>r PIANS A.:E p�-vti weu nrtU cUsat�t�'HALL- ^ `� t��L C;'9 r' rJ irUR PER �FF nl rENF�Et TO OCF--7KD v rIvi '_ N !�K ,�lu �3! J'r AS AUTHORI I'Y "ro y1.ot A r�. 05/19/09 1.00 NEW BASE PLAN r. ' ANY O>' 'rHE Q;AI"7CEL. AL'rE_R OR SrT t\c�tD� hSUr2 aViAi.l f RU`1lSIOIdS' Cif" r h�`t- _f 7 f'1R( CA L E1 7p 11 -1E UUILDIN 1•,GUANCE Or= t\ r r Cli'2F21 C DEPT 1TfQc7M,j-r!-!EREAirrE� rtEQUcR N rla'r�eUe,�rtat` 7lUf 1 OF EqoijS Ofd "i'hIE PLANa, O � 11/17/09 1.01 MINOR FRAMING C H.� N G E S Ort UT" rz VIOLATIONS ()F THE CODES - 01/05/10 01/05/10 1.02 CHG. HDR HEIGHT AT M. BEDRM 01/06/10 1.03 CHG. COACH LT. SWITCH MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 03/01/10 1.05 MOVE MA. BATH SWITCHES 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 r4 Q JX CURRENT CODE IS VALID Notice to Builder & All Subcontractors 1L= 1E INI 11 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 commencement of any work. The Designer/Engineer are not responsible for any plan errors, 77 omissions,or misinterpretations undetected and not 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 MOD L F1 O� 1573 Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the ;s Designer/Engineer. Payments will be made in accordance to the terms of the agreement. M U (n n v Q : C (D ^ 9 O O //� •(�% lL 41 V 1 [U ce ❑ a 4-J LLN U a)00 00 4a o W m •,_ M a 4- 004 -E 5 w (D0 F:1 ULO �o ♦ Affiliations: A M B D. x c -s n -c IT ♦ Consultants: o o/p 'oolmllft Q LU �'00." •�k�li J 0L''b ,Z �7 �Y IL >1 J GW -- ,4.U. cia�i LU W'�.oi_ 104 �PLLZF; o " o W a 11 1 OTc mZ�O O.aV WoXUjU =zr� On ~`lrtY m W p o dao W L N U r 7 C) '__i M N M Z � M O 1 r V) n o M n C aQ.Q�n. Z�'`J 0) ODC L � —t W ® ru Ln (1) U-) JLID U i� Z � Z Who 'z �oE� o Z U z), a 8L� Z 00 �aZz~z (M ® �3E_ M U, 0, tCLo O (4 0 a vI-a0ZC� C:) LLJ W vJ LU LLI azU0 U0Zm LU ICi U w z &. Q UJ ® _J �I 0~ way O U_ U O w W O }' W 0 Ce a�LLo ZZ 00 —11 T-110 CL aC2 m ILL LU > Z O J a Pq SCALE : AS NOTED PLOT DATE : 03/08/2010 VERSION NO. x..05 JOB No: 10-0450 SHEET NO. CS c OPENING AT FAM. RM TOWARDS BEDROOM 2 ZLD 1 SHAPE CMU COLUMN rl I- 01TLID i MIRROR OWEL BA CARPET ---M - OPENING AT MASTER BEDROOM o 1 SHAPE CMU COLUMN rl I- 01TLID I I MIRROR OWEL BA CARPET ---M - EGRESS* _ ,n 3'-0" 2868 1.1. BZ.. BATHROOM OPENING AT FOYER TOWARDS BEDROOMS MASTER BATHROOM �TJA�I I - I I QA9 OA I ACV 10 N w J 60 Fo A S3 TYP. U.N.O. 12'-10" 14'-10" C1Aq OA i. 8'-0" 13'-6" k1'-4" B 25 SH aH 1 SHAPE CMU COLUMN 0 * BEDROOM 3 I I T-0" FLAT CLG. ILL CARPET X - EGRESS* _ ,n 3'-0" 2868 1.1. BZ.. 8'-5$ I LANAI I LA� 0" F YC - BEDROOM 2 - 8'-0' FLAT CLG. -8-0 - (2) - 2X12 #2 SYP W/ ' " FLAT CLG. A.F.F. I in 1/2" FLITCH PLATE CARPET N r - -_ 8068 SGD I I MASTE 35 SH 12'-1 5'-9" 0" 3068 BF I I 1 2668 SH.00 v -iv R&S 2468 BF _ „�y N A BA 2 -0" FLAT CLG, TILE �szasl I k e° C M099229 2x6 WALL 2668 3068 BF MARK 0 * BEDROOM 3 I I T-0" FLAT CLG. ILL CARPET X - 0 _ ,n w 2868 1.1. BZ.. 3068 BF jiff 2652 (_N4 --R&S SII n IIS �t II+I I I @i9 HIMR . .a - &SQ I I oM --___ \UH a [x I I = q' � IC a N (0 l 8-0 FLAT CLG. I W 2068 BF W Ln fi CARPET_ I - > r- 30i'ac 2 II C- w z w ATTId I ° o - c z _AC�ES� I J DINING---_-_-R&S M. BA. = A 10'-0" FLAT CLG. - l' 8'-0" FLAT CLG. S3 � �'�'�� CARPET TILE TYP. ° U.N.O. 19 c%, 2668 -_ T-9" T-3" /� 5'-0" V-4" I I-------------- -- 9 r 2668 NOOK r 7:X�3068 BF D.W� 10- " FLAT CLG. I CD N 6TILE I -3SINK w/f f MARK 11'-114' - I I EGRESS- +31.9 / -34.7 2868 �i N - 15'-24" _ ,n a0 Ill•. 2868 1.1. BZ.. 1/2" FLITCH PLATE @ BASE ELEV. G - LA� 0" F YC - B ONLY TYP. - , 10' 0" (2) - 2X12 #2 SYP W/ in 1/2" FLITCH PLATE T1 E -_ MASTE - CARPET - I Q EGRESS* N LVL 2.0E Fb=2950 35 SHO 00 I TILE ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND FAMILY�,, F BEDROO R J ' VAULT CLG. REF. 9.r VAULYCLG. CARPET - ---- - C{',PET - 5 SH 2868 I ._ I IMI q'dd - t 3068 C 1A3 SH LID r - - -J VAULT LINE - n / OTE: FINISHED - ----------------------- /SEE LEV, - - - - - - - - --( WALL -_ I I I` 1 ATTII T Iw Iz - II I ACCO j -J 3'_8.. 3'-0.. 2668 . 2668 - jiff 2652 (_N4 --R&S SII n IIS �t II+I I I @i9 HIMR . .a - &SQ I I oM --___ \UH a [x I I = q' � IC a N (0 l 8-0 FLAT CLG. I W 2068 BF W Ln fi CARPET_ I - > r- 30i'ac 2 II C- w z w ATTId I ° o - c z _AC�ES� I J DINING---_-_-R&S M. BA. = A 10'-0" FLAT CLG. - l' 8'-0" FLAT CLG. S3 � �'�'�� CARPET TILE TYP. ° U.N.O. 19 c%, 2668 -_ T-9" T-3" /� 5'-0" V-4" I I-------------- -- 9 r 2668 NOOK r 7:X�3068 BF D.W� 10- " FLAT CLG. I CD N 6TILE I -3SINK w/f f 10'-8" 0' TO 7' F.F. MARK 11'-114' - H1 ; �� +31.9 / -34.7 2868 1/2" FLITCH PLATE - H2 (3) 2x4 #2 SPF VYI-0P HTT 6 - z KITCHEN Q 1/2" FLITCH PLATE @ BASE ELEV. G - LA� 0" F YC - B ONLY TYP. - , 10' 0" (2) - 2X12 #2 SYP W/ BEDROOM 4%Y--\,:,., 1/2" FLITCH PLATE T1 E -_ T-0" FLAT CLG. - - CARPET - I Q EGRESS* N LVL 2.0E Fb=2950 35 SHO 10'-8" 0' TO 7' F.F. '_4 - 60" X 42" - SHOWER HANSON BOX hl @ 36" A.F.F. ,r - I I q - DRYER VENT tY �bI�N fMoi'.„� WIRE SHELF @ +54" A.F.F. H.W - EDGE OF SLAB 2" BEYOND WALL 9'-u' T-10" 7'-0" - BUILDER TO PROVIDE _ _ APPLIANCE PROTECTION WHEN REQUIRED PER FBC - 3'-2" - - - o - N - ---------------------------------� - GARAGE - 8'-0" FLAT CLG. A.F.F. I I - I I - I I TYP. @ K I - j GARAGE S4 j - 8H a mm 16 X 7 OVERHEAD DOOR 19'-10" '-11" I. REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5, SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 48" X 64" 50' PRODUCT LINE - 48" x 76" HEADER SCHEDULE MARK HEADER SIZE DISP �' I� H1 ; �� +31.9 / -34.7 2868 1/2" FLITCH PLATE +29.9/ -32.8 H2 (2) - 2X8 #2 SYP W/ SEE SN SHT. 120 MPH z KITCHEN Q 1/2" FLITCH PLATE 8 LA� 0" F YC ro - _ , ' (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE T1 E 0o H5 LVL 2.0E Fb=295 10'-0" FLAT CLG. (2) - 1 3/4" X 9 1/2" I Q H6 LVL 2.0E Fb=2950 00 I TILE ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F Y R J ' REF. 668 F r------- - ---- - 8'-w '; 5 SH 2868 I ._ I IMI q'dd wrm+�H!I X1Hk . 3068 C 1A3 SH r -54� - - -J R 1 O - OTE: FINISHED 1 /SEE LEV, = co WALL TO BE FLUSH. I` 1 ATTII FIELD VERIFY. I ACCO j -J '_4 - 60" X 42" - SHOWER HANSON BOX hl @ 36" A.F.F. ,r - I I q - DRYER VENT tY �bI�N fMoi'.„� WIRE SHELF @ +54" A.F.F. H.W - EDGE OF SLAB 2" BEYOND WALL 9'-u' T-10" 7'-0" - BUILDER TO PROVIDE _ _ APPLIANCE PROTECTION WHEN REQUIRED PER FBC - 3'-2" - - - o - N - ---------------------------------� - GARAGE - 8'-0" FLAT CLG. A.F.F. I I - I I - I I TYP. @ K I - j GARAGE S4 j - 8H a mm 16 X 7 OVERHEAD DOOR 19'-10" '-11" I. REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5, SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. 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 H1 (2) - 2X6 #2 SYP W/ +31.9 / -34.7 O +31.9 / -41.8 1/2" FLITCH PLATE +29.9/ -32.8 H2 (2) - 2X8 #2 SYP W/ SEE SN SHT. 120 MPH (-L J SEE SN SHT. 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=295 (2) - 1 3/4" X 9 1/2" H6 LVL 2.0E Fb=2950 * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FLOOR P SCALE: Y4'=1'-0" GENERAL NOTES 1. "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). 2. 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 MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASSI DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. DOOR FROM GARAGE INTO HOUSE MUST BE A MINIMUM 1 3/8" SOLID WOOD DOOR, SOLID OR HONEYCOMB STEEL DOOR, OR 20 MINUTE FIRE RATED DOOR. 4. ANY ACCESSIBLE SPACE UNDER A STAIRWAY SHALL BE PROTECTED WITH %Z' GYPSUM BOARD. 5. 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. 6. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, EXHUST TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC BY NOT LESS THAN 1/2-INCH(12.7MM) GYPSUM 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 BAORD 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. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 0573 SDF GARAGE 411- .F. LANAI 89 S.F. ENTRY _ 30 S.F TOTAL SQ. FT. 2103 S.F. INSULATION REQ. LOCATION OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +33.4 / -36.2 Q +33.4 / -44.8 © +31.9 / -34.7 O +31.9 / -41.8 CONDITIONED CEILING +29.9/ -32.8 �F +29.9 / -37.8 G SEE SN SHT. 120 MPH (-L J SEE SN SHT. FLOOR P SCALE: Y4'=1'-0" GENERAL NOTES 1. "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). 2. 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 MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASSI DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. DOOR FROM GARAGE INTO HOUSE MUST BE A MINIMUM 1 3/8" SOLID WOOD DOOR, SOLID OR HONEYCOMB STEEL DOOR, OR 20 MINUTE FIRE RATED DOOR. 4. ANY ACCESSIBLE SPACE UNDER A STAIRWAY SHALL BE PROTECTED WITH %Z' GYPSUM BOARD. 5. 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. 6. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, EXHUST TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC BY NOT LESS THAN 1/2-INCH(12.7MM) GYPSUM 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 BAORD 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. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 0573 SDF GARAGE 411- .F. LANAI 89 S.F. ENTRY _ 30 S.F TOTAL SQ. FT. 2103 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONIC 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. 8, U N .� C 0a 0 (n LL rn N °' 16 1 Q Y o 0 � _ a4 M . rsc '� N U a) Q 0 (n (D o L ca � N 4- O o AM_00 U Affiliations: N•C•B...0 A B W . V Consultants: o NN �iit�t6414BbffNit C/� Q�gw A m;- LLI _o �4J Q W F Z W.,,��,�♦`n�4yw A ACV (77p'. � Lu V� Nf'0t a','� W jp �.oe N..ubi JQ W 00 J:c ILL p , ,/� e�yV- v� LL 0WNwo Pff% 11F0) W(n4 2if-. mZiEs OE =Zi y�j oLo ~ Z U Z s O T -i M N Z 42 M Q 1 > n C) aim n CL d- L Z I---- 4-J `J Z � J �o� Ln N Ln V mi Ln �QQz Lu a a V F- O z r O a O �a a 00 � �W�z �oow Lo a 0 ® O O � N '®I �aoz�� LLJ L lD �k-0 Lu It Q W �ao�s °o"'o za;!�i - z LIQ ® aLLJ Q�a8r J o��Wa6 W T; �$QLL oQ U 0ar-QS �`- axu, cl�/y J0-� 6aL. �a1�w ® 00LL 0 r . U- L ~ Z Z ® a LL SCALE AS NOTED PLOT DATE : 03/08/2010 VERSION NO. 1m05 JOB NO: 10-0450 SHEET NO. C a T_O_M_ - - 12 5A1 T_O_M_ a TEXTURED FINISH ------------------------------------------------------------------------------- FIBERGLASS SHINGLES ----t------------ --------- ---------- FIBERGLASS SHINGLES J 12 5.0 I� T_O_M_ HDR. ------------------------------- I - - - - - - - - - 25 SH 25 SH LEFT ELEVATION SCALE: 1/4" = V-0" --------------- --- T.O.P. i. ( FC[ I �? �,� 1. �.�J I _�. 1_ J J a_ Z- ��._ - T r I _I,_ J� JJ,I F -'-.I 1_ I �_ l 7 T.O.M. HDR_ rneo CV 0 00 TEXTURED FINISH F.FL. 25 SH 6080 SGD 25 SH REAR ELEVATION SCALE: 1/4'■ = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" N T_n_P_ 35 SH SMOOTH FINISH FRONT ELEVATION SCALE: 1/4" = V-0" 6" . 1'-0" L 9" 1'-0" G 9" 1'-0"1, 6" 5'-6" ELEVATION — DETAILS 3068 1A3 SH _B FIBERGLASS SHINGLES 16 X 7 OVERHEAD DOOR 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 2099 TOTAL 504 SQ. INCHES OF U~ apo S.F. VENTILATION REQUIRED N m _ 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.0 0 00 ' o E o 0 U � 4 C �o 0 v 2) o 0 L Y W CL0 4-J ° - +�- rai ■� C 'ia N U~ apo 0 cO (0 a ♦�o N m _ -v � N a F- O o 00 M C h o p� yj Affiliations: A I N•C-B-D C �4`{ B D. Consultants: y � a W �,��y��y��t��9'dVV�4U'fyy��yf U Q ll. � U LIN, w onW��/C _ rNicD, Z:6n c� o }1 Cwt a? w O ...z z-4 :a w c,ad r VZ'5oW o�e Q W _g q , ¢ ,.p o.' :— 1° N W J W m.LLf�N� WY�U _ t' 00 WDOeo9 4V ¢�6 a � x��'WWp CD Nmo WW r- -= L z S- 1Wt1'�'�, v 12 m(jFU Ott w i- O - U 0 Q O N ZO, 0 '- M tV fn M F-j0�0 �110 > n C) 0 v M � R T� ru L N n Z 0) R3" Z J LLJ -1 O f0 Ln (3) L U Q i LOz WLLO LU W [aZZ a O Z} p a V z ¢ Q O Q F Z 00w W M ® >- CL ,n O O o z0 ® Lu z cl LLI k U -i kD Uj 4t I- J , O 7 W LLJ ��-LnM cl U n owe o�QQjo W 0 W 0 �~ WQ LLI! Z 0LLo� U 0 wa ��5 _ 1� I'® a v- 7d 0 00 QoLU LL Z ® a SCALE AS NOTED PLOT DATE: 03/08/2010 VERSION NO. L05 JOB NO: 10-0450 SHEET NO. 2 GENERAL ELECTRICAL NOTES: I 0 SAME AS 0OR200 MPSEROCED Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be 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. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. 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. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. 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 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add CFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to 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 150 = 91 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT TT— 200 AMP UNDERGROUND # 12 COPPER TO LIGHTS AND OUTLETS SERVICE BY TYP ELECTRICAL # 10 COPPER TO WATER HEATER POWER COMPANY PANEL # 8 COPPER TO RANGE # 6 TO A/C —` # 2 GROUND TO 5/8" ROD (10' DEEP) INTERSYSTEM BONDING ALSO SERVICE TO BE BONDED TO FOOTING TERMINATION PER NEC 08, 250.94 STEEL. ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. O.O 2" VTR QA9 OA WP GFI 8H DISCONNECT f - �� - - - — — — — — — — — — — — — — — — — — — — TJA --- LANAI I QA9 OA I I — _ INSTALL LIGHT '� �` BEDROOM 2 -- ROUGH-IN ORGO "�� > FAN/LIGHT <�/�� I _ ROUGH -IN `GF�J- /�> - I FOR OPT. _ FAN/LIGHT FAMILY C M. 5...a.n4.'n, BA— ---------------------- �-� ROUGH -IN FOR OPT. C ( II FAN/LIGHT o I II 1 SDZ� /. ROUGH -IN I FOR ALARMRECEPT. �� /�> �' I FOR OPT. �� '�� SYSTEM � FAN/LIGHT <�fi�I I PENDANT AS � � V IiIIII I I PER SPECS BEDROOM 3 'i 1 sI 5 0 r_�_ / S.D. / MASTER/ BEDROOM / ROUGH -IN FOR OPT. FAN/LIGHT I I - I I I _ I I I I - I I I I I I II KWIC I DINING DEDICATED RECEPTACLE FOR I' ` I I / MICROWAVE RANGE HOOD GF PER SPECS I_ ------ i NOO1 i ba ,i G o o �G / I I GFI SWITCH FOR / LIGHT AS PER -I DISPOSAL SPECS IT -6" - -J 2X4FL. I\ KITCHEN FLYER "°ISI- AFI r= ----------------- GFI (FTqp GFI / #. _PP__ ..Mf.Iil� N� 4,�mlloPl411rl�l h' IJ"�?v o .nA • M Mem 'W. P. -- NTR DB rst Huulvtu GH r — — — —1 _ —1 1 LI HT S — VERTICALLY @ 44" I — y. I H.W WP A.F.F. f` W/PC ER CS GFI — �// Z --- \ENTRY- -_— --- —`'� f 0 w � '- z a U o / LLL GA AGE W \ _ LIGHT AS > w \ PER IPECS 1 GARAGE 1 DOOR PREWIRE 1 ,-------____ GARAGE ------------, 1 I I I I I I — I IRRIGATION j _ GFII @ 44" A.F.F.I I I COACH LIGHTS OR PREWIRE AS PER SPECS LIGHT AS PER SPECS o M 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, DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SWITCH FO DISPOSAL FII FI I� .I KITCHEN X (MGFI (MG, �,jI GFI SPEC 3 & 4 KITCHEN ELECTRICAL PLAN. DUPLEX CONVENIENCE OUTLET co E N Qi I I DUPLEX OUTLET ABOVE COUNTER I UHA LJ a WEATHERPROOF DUPLEX OUTLET — i� fit W.P.a (D n 4-J 0z".F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET PLUMBING RISERD a SPECIAL PURPOSE OUTLET N o SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO I DUPLEX OUTLET IN FLOOR BE VERIFIED WITH PLUMBER _ ROUGH -IN <\\ > 220 VOLT OUTLET FOR OPT. FAN/LIGHT <" \\' E �co WALL SWITCH C BEDROOM 4 $3 THREE-WAY SWITCH LO 0 Tj Affiliations: 4 FOUR-WAY SWITCH A ¶; $R RHEOSTAT SWITCH B W IV 4- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE L J J oQ� WALL MOUNTED INCANDESCENT LIGHT FIXTURE o¢w� V O RECESSED INCANDESCENT LIGHT FIXTURE r- �a¢� W V7 W W LIGHT FIXTURE WITH PULL CHAIN J }zpz O� ��pp�� 040�z V (n amapp LLQ "�Y O TRACK LIGHT Z W —M �..� n 0 a Q 0 W T oa W CL O W W 8j z FLOURESCENT LIGHT FIXTURE ¢ z Z�oO,� t'L V� ® EXHAUST FAN d LL O W 14 EXHAUST FAN/LIGHT COMBINATION �FZ.. W (na mzF O �D ELECTRIC DOOR OPERATOR (OPTIONAL) UO W Vii, CH CHIMES (OPTIONAL) 0 Q W o E PUSHBUTTON SWITCH (OPTIONAL) Z63 D SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) V TELEVISION (OPTIONAL) Q THERMOSTAT O IM ELECTRIC METER L/) AMW ELECTRIC PANEL '_J DISCONNECT SWITCH SPEAKER (OPTIONAL) C Q �7 CL -p ROUGH -IN FOR OPT. CEILING FAN U J �7 I-- fu ILL T L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN � LU / S.D. / MASTER/ BEDROOM / ROUGH -IN FOR OPT. FAN/LIGHT I I - I I I _ I I I I - I I I I I I II KWIC I DINING DEDICATED RECEPTACLE FOR I' ` I I / MICROWAVE RANGE HOOD GF PER SPECS I_ ------ i NOO1 i ba ,i G o o �G / I I GFI SWITCH FOR / LIGHT AS PER -I DISPOSAL SPECS IT -6" - -J 2X4FL. I\ KITCHEN FLYER "°ISI- AFI r= ----------------- GFI (FTqp GFI / #. _PP__ ..Mf.Iil� N� 4,�mlloPl411rl�l h' IJ"�?v o .nA • M Mem 'W. P. -- NTR DB rst Huulvtu GH r — — — —1 _ —1 1 LI HT S — VERTICALLY @ 44" I — y. I H.W WP A.F.F. f` W/PC ER CS GFI — �// Z --- \ENTRY- -_— --- —`'� f 0 w � '- z a U o / LLL GA AGE W \ _ LIGHT AS > w \ PER IPECS 1 GARAGE 1 DOOR PREWIRE 1 ,-------____ GARAGE ------------, 1 I I I I I I — I IRRIGATION j _ GFII @ 44" A.F.F.I I I COACH LIGHTS OR PREWIRE AS PER SPECS LIGHT AS PER SPECS o M 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, DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SWITCH FO DISPOSAL FII FI I� .I KITCHEN X (MGFI (MG, �,jI GFI SPEC 3 & 4 KITCHEN ELECTRICAL PLAN. U co E N Qi a�� N m o 0 a N W (D n 4-J a — M '� N 0 N I– 0 Ecn� a N o v®/ N M a E! `►= O o E �co C W~ U LO 0 Tj Affiliations: A ¶; N•C•U •D•C B W IV vi Consultants: L J J oQ� o¢w� V O LUo r- �a¢� W V7 W W J }zpz O� ��pp�� 040�z V (n amapp LLQ "�Y O zLS Z W —M �..� n 0 a Q 0 W T oa W CL O W W 8j z O (O Z L � ��N ¢ z Z�oO,� t'L V� F oO' XW 00 N E$EU U =�� o d LL O W al LL � dl Q O �FZ.. W (na mzF O c :!.Eq- N pF=� UO W Vii, J 0 Q W o Z63 D �M N M a) U') M O o L/) r-, o C Q �tMcO .L CL -p d" I-- fu ILL T L � LU C3l res c) Ln N LnLn U Q oZ wLL2 Ujz LU n: U F- O O Zp a U z� aU2: T zj I--. z 00 z CL a u C) Oma uz2Z)LU F'-a0z0 C W J Lr) lD l� ISI 1<.J 1— a0¢ �Ncx2� vo00ce �M Q u) ca OC u r,., -j zLLJ ��Z Sp�Q2 O 00 T-1 < �Lzu LU M W 0 LL ZZ ® a W SCALE AS NOTED PLOT DATE: 03/08/2010 VERSION NO. 1.05 JOB No: 10-0450 SHEET NO. 3 GA9 OA 8H - -- ------- II TJA II — I I QA9 OA III -- ��--��J - BEDROOM 2 - LANAI _ I — I I — I — I a -I 12x12 I I Ell i — RAFG 12x12 l i I 11, 6 �' - - `�� d, 1:1' RAFG I �MASTER'' 10 FAMILY rol BEDROOM ' �I,II II' y — 12X12 l �. RAFG BA 2 8x4 -------- ------ ---- --- ----- ------� — II ox — � 1 0110 12x1 6 `RAFG 6 a I -_ i i 6x10 6 I BEDROOM 3 DINING � 12 . BA. I o -_ 0 - I! rS y5; - 6 12x1 _ k:,. E ,, �, n \UH W ,. ". ...,' - RAF I "4 4 - 12x1 r: a N, ®9 — RAFG' i I �i u 1: 6 16 10x10 6 ` CD KITC - �� 4 8x I — I —4 I - - _= FOYER ------- - � .v— BEDROOM 4,u ; - _ ___-- l las 5 ¢ :knl p pI' um'i I'u qll'II'I B.n rl d'I'x`kw amnmmilllllffillllll ' -' ` ` .H.w i TRY t LIE --- - - - - - - - - - - - - -- — f ----------------------------- GARAGE - - - - - - - - - - - - - - - - - - - - - - - - - -I — GARAGE -- I I — I I — I I I I I I I I I I — I I I 1 ___ 8H I I - I GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW I HVAC P SCALE: %"=1'-0" ('' co pE V (n N U f i c W '® c: N b � p LL cp (1)O V N QY o. }J a — c~s a +� = rQi .V c N �� 0 4 a o0 � m� �C a � ro N y_. O o W P (D o cn Tj Affiliations: A N- B D. N•C•A•D•C IV, /r Consultants: w Z z U O WU WU W� p n Q d � f) N W w u W J r Jp02 LL. Wl YzzOz n•zO V r or- L4CL CD W Cil W W W �w 00Z� zH�Zu. p N E$mXk00 W 7+ �000 0�a JPO o OTg�p Z Q oipU LL u: Iw Z'4- � coE m0E-p UO N W O T Z a0 0 Q N z0 0 M N fy) Ln M O � r-, C) ® N M o aL r ru h 04 Q1 � Z J w W O ru Ln (1) Ln U Ln Q z W °Z Lu - LL, z a 5z�-z<0 zaa �z?UPz O ❑ o� w M O �aU O� a(no�WN 1 i O ® a O J Ln tlo L Lu F— W 0 ? W w1)OC�� V V4 m UA ' ` Q O W 06 7 wapp W O U-)�aJa8O � r -'I Q6 g� �2 U m � � ® ��o�.gQ 2 0 cyF LLD N JOz< LL O 00 W LL ILL Lu r r •• Q 7> z QJ za SCALE AS NOTED PLOT DATE : 03/08/2010 VERSION NO. L05 JOB NO: 100450 SHEET NO. 4 coE V "o 'fn u. 9W D a� o a a � o ) `�'i , V m r Q :' 0" 7CLo U Affiliations: N•C•B•D•C I S Consultants: o ltko(p .1 LL Intl °°O LL ,u�ya�"� � w 0.,m c:)wY�aO� IJL / �n ��0 UwN�� , ) c: CD m0 �O•N wo�`n ��U W min CL w 1E QUA ie 0 N O O V cn no Q Amo .O � Q 11- n Zs4-w J``� Z Ln � � U wZ��! a Lu w Z<!2 Lu ozroa z¢�c,�ga 00 p�np�,•w Lu N Z 0 CE I'Dl uj J J Q ? u*)n r uj w o O O � Jinm ULL0, LLA V z CYC � z z u � �W0=o° w a Ln ? ..I J o��11Aac� W m � o��Q0. w o w z U O �Q¢do Q w ¢ I- M — Z O U_j Oleo SCALE AS NOTED PLOT DATE : 03/08/2010 VERSION NO. 1.05 JOB 39-10-0 UPLIFT CONNECTION CROSS-REFERENCE 27-8-0 12-2-0 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS :;YP SPF SYP SPF TYP. A A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" U.N.O. B HETA16 1810 9 - 10d x 1 '1/2" HTA16 16'15 1585 10 - 10d x 1 1/2" III m C H2.5A 600 535 10 - 8d RT7A 670 650 10 - 8d X 1 1/2" –• w cn cn v7 cn (n cn cn cn (A w – D H3 455 320 8-8d RT3 550 475 8 - 8d X 1 1/2" E META2U 1450 7 - 10d x 1 1/2" HTA20-'18 1200 1120 10 - 10d X '1 '1/2" F HHETA20 2235 12 - 10d x 1 1/2" 1 � G H10 850 16 - 8d x 1 1/2" RT16A 1030 1030 990 9-10d X '1 '1/2"& 8-10d o ti,, II II II s II II II II II II II �� U a H M TT28B 4455 4455 24-16d MTS276 4685 4029 24-16d 0 J HTT22 5260 5260 32 - 16d SINKERS HT"r22 5370 4618 32-16d No: 10-0450 SHEET N0. 6 3 12-10 0 �_ 14-1 -0 0 `Q K A * 277 2570 5/8" DIA. BOLTS TD2 3435 2954 - 5/8" DIA. BOLTS _ L HD A * 3705 ��(�_ 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS 00 M HD A * 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER - (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER oB = _ _ _ _ _ = cn w FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. N l 1165/1115*" 780/875 *` 8 -10d x 3" JUS26 510/740 440/695 8 -10d — — — — — ml ii P H 2 550/3325 ** 1550/2540 ** 20 - 16d x 3 1/2" THD26 1875/3040 1580/2365 11 '- A w cn v J Q HUS28 220/5970 ** 2705/4510'* 30 -16d x 3 1/2" THD28 233D/3965 2015/3430 V255 n =n SII SII SII 1 R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 905 14-10d 1 y II S MTS16 1000 860 14-'lOdx'1'1/2" MTW16 1195 9U5 14-10d T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 t . 14-10d I I�-NiV215 II II (I II U MGTlMUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY 0 3 II II II II J 3 n V LGT2 2050 1785 (16)10d NAILS AND LUGT2 2260 1945 (16)10d NAILS AND (5) 1/4" x 3" WEDGE (5) 1/4" x 3" WEDGE --- > II II II = BOLTS BOLTS 5 I vco r 5 HTS 20 1450 1245 24-10d X 1 1/2" I-ITW20 1530 1315 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 715 8-10d SP2 1065 605 12-10d SPT24 895 10-10d 605 520 12-10d X 1 1/2" I * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY O (2) B A (2) *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE j— — — — — — — — — — — — — — — — — — — — — THE PLATE OFF OF THE TRUSS. — — — r_ — — — — ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. � I i— 2.5/12 Vault DROP HIP DETAIL o 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS TrA - E (+ +) _ TYP. 10'-0" Cell. r- —----------- do:- U.N.O. � — d- F I �— (A) ct G _71G 8'-0" Ceil. I I A — — — — �-- — — TYP. g'-�" Cell. U.N.O. I (+) 1 OR 2 PLY TYP. I _ _ CARRIER U.N.O. 11 �- V4 o 1 I �_ _C? (Y) o = _ _�_ _ — _ �—�_ — o 11 CD N 1 J V8 I N 114 i -T I I r i I rv 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") =V12 I rA �t "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING K POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTENTop CHORDS OF EACH (B) S3LO A Post Top @ 8'-0" — — — — — — 2.5_/121 TRUSS TO THE TOP CHORDS OF (A) TRUSSES A7 EVERY OTHER INTERSECTING POINT (""). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN L 2 _ _ = V56 TYP. NAILS. FASTEN BOTTOM CHORD OF (e) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) — V U.N.O. IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE N2 OR N2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. M V5A _ v8 K Vfl L + 11 8 10 D1 D1 5Ar D1 - �, LO 12 ��, C A o o c � 3 F II I – V) C r; v16 II V16 S4 - F = ' m m m m 5C 'S✓ C S4 L wL-2k 1 SIM. cin C 0 0- LP A 0---a __m v 0 _ _ _ = 0 Y,� — I -I -L- Af, 1%— 4 r n m m m A 4 1QD1 D1 - - 2-0-0 7-4-0 4 u N.O. _2-0-0 TOP OF BM AT — _ — _ 4 0 12'-5" VERIFY W1 11-4-0 0 ELEV. — o 4 r � D1 00 4G 41- :35 � C q o 3 II II II II c- r� 1 II II 7 n n n cn m m m Ili 011 cn n n A TYP. U.N.O. 12-8-0 7-4-0 19-10-0 ROOF FRAMING PLAN B_ SCALE: Y4"=1'-0" coE V "o 'fn u. 9W D a� o a a � o ) `�'i , V m r Q :' 0" 7CLo U Affiliations: N•C•B•D•C I S Consultants: o ltko(p .1 LL Intl °°O LL ,u�ya�"� � w 0.,m c:)wY�aO� IJL / �n ��0 UwN�� , ) c: CD m0 �O•N wo�`n ��U W min CL w 1E QUA ie 0 N O O V cn no Q Amo .O � Q 11- n Zs4-w J``� Z Ln � � U wZ��! a Lu w Z<!2 Lu ozroa z¢�c,�ga 00 p�np�,•w Lu N Z 0 CE I'Dl uj J J Q ? u*)n r uj w o O O � Jinm ULL0, LLA V z CYC � z z u � �W0=o° w a Ln ? ..I J o��11Aac� W m � o��Q0. w o w z U O �Q¢do Q w ¢ I- M — Z O U_j Oleo SCALE AS NOTED PLOT DATE : 03/08/2010 VERSION NO. 1.05 JOB No: 10-0450 SHEET N0. 6 FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER - (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. No: 10-0450 SHEET N0. 6 O ,�',:�Q'• p - p', Q., p..:p Q ALTERNATE POWERS v 8 STEEL LINTEL °: U ; U • r ,` � °M 1" O OF aa N CP REBARATT�YOO O8F8-1B/1T 8F8-OB/1T TYPE DESIGNATION #SREBARATTOP 4-J CL (1) REO'D MIN.(1)RE 'D F =FILLED WITH •O_ Q VGROUT / U= UNFILLED CLNOO O R=RECESSED EAR C1 -i12" CLEAR O O 8RF14-1B/1T 8RF14-013/1T 8F16 -16/1T 8F16 -013/1T oN I- Co� O O O O TTOM -U oCho REBAR @ BOuO O 9 O 0 F20-1B/1T F20-OB1T OF LINTEL CAVITY 4 2 a8n o � Lu m O O x a c a F '` C.M.U. — — _ �F16® /1T U)- - �M ��. , p • - Q"°C�' _ �' �' ' �' ��',, z a GROUT = U0, w 'I — a o • - I w o v FU-' / — �� " tNOMINALQUANTITY OF 5 REBARAT w a — U v7 0 7 Z:Q Q _ - #5 REBAR AT o BOTTOM OF WIDTH O p w u) ui #5 REBAR AT BOTTOM C - $RF6-013/1T I - TOP LINTEL CAVITY w • — , ` , ` ' NOMINAL BOTTOM REINFORCING F < — o / v �' Q a AS INDICATED — OI HEIGHT PROVIDED IN LINTEL w <� — O 7-5/8'ACTUAL (VARIES) O Affiliations: 8'. NOMINAL WIDTH 16 GAUGE POWERS N•C•a•D•C O,° STEEL BOXED LINTEL O O S POWERS STEEL BOXED LINTEL NOTES (ALT.) — B Do O' 81720-1 B -2T Ife precast lintels = 3500 psi. ONLY IF NOTED ON LINTEL PLAN f -'c prestressed lintels = 6000 psi. - Consultants: O O O U _ Grouted per ASTM C476 Pg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. $F24-1 B/1T 81F24-013/1TMaximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. — • ' ' • ` ' ' ' ` ' Loncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. rninirnum net area compressive strength =1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. C�" Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top O Q Q O • ` Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. �Z� y. d 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to o o U ""� • +� y -a•>., T �`t 81732 0B/1T 8F32 113/1T ,' 7/32 wire per ASTM A510. applying the cementitiuos coating. See contractors specifications — S t:Y ( alortar per ASTM 0270 type M or S. g• p w l i rf� M Nr Q GENERAL INSTALLATION NOTES � 0� (,4 .. � J " • �• - 1, Provide full mortar head and bed joints. — 0 :cry o z_ t ( dmf c' Ev 8F40 OB/1 T Q' 2. Shore filled lintels as required. Q O 3, Installation of lintel must comply with the architectural and/or structural drawings.Ir 4. U -Lintels are manufactured with 5-1/2" long notches at the ends to accommodate LINTEL PLAN NOTES . g, �w( 8F4416/1T 0 grouting. wJRAD ro�q)N UJ r4 "LLI V)-' W Ch, f 00 vertical cell reinforcing and routin 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and 1 -THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. — ��oa uZ 'L tY 'Z �V j7 : @ longer with a nominal height of 8" meet or exceed U180. _ w o ¢ iw 6. Bottom field added rebar to be located at the bottom of the lintel cavity. ja ` 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE _ Z s'LL/14 �,?mg• Cast in place concrete maybe provided in composite lintel in lieu of concrete ASSUMED TO B E fi" MINIMUM DEPTH. ° ° ?w�'��e • , ` masonry units. = z a g, Safe load ratings based onrational design analysis per ACI 318and ACI 530 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE mZFo O' 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. — ' ` 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have w ❑ `�' I! U Q " a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH _ o > o coating. _ THE ELEVATION DRAWINGS _ O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) ~ w a V00 ``. loadsshoudbecheckedforcombineloadingwiththefollowingequation: 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER — ?� 8F28 113/1T 81`28 OB/1T Applied vertical load Applied horizontal load LINTEL HEIGHT. a O O Safe vertical load Safe horizontal load O10 — — TT 8RF30'IB/IT _ 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED @ FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Q Q FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 8RF40 013/1T — N � N Ln O �� F POWER STEEL LINTEL IS AN ADEQUATE � I'D o SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 'i o, - �❑ter. > n Z < vN n Z�,N.. 0) rluZ _ W J J CD (U Ln UJ Ln C3 O O 9U') -t VERSION NO. 1.05 JOB N0: 10-0450 LINTEL PLAN SHEET NO. SCALE: %4'=1'-0" L 1 Z zoU1 E W�O O _ LU w=Z�� ca Z — J P��Z°v az = E - w Z O O = >zU 0_W, — O Cl— D U 1 U�a0Z �J 1ILO _ a) - k9 4:� EW- - _ a Lf)c� J LU O ¢ — W w000� z � ` 0 & Z — _ LL (w�wC) 0 — Uj m T� O¢Q�¢�'5 �$>�o� _ U s war < aQ� o _ 0 00 uj Lu — 1— (y) LL Q UJ > Z SCALE : AS NOTED PLOT DATE 03/08/2010 M I N. VERSION NO. 1.05 JOB N0: 10-0450 LINTEL PLAN SHEET NO. SCALE: %4'=1'-0" L 1 1. SPECIFICATIONS 1.1. 4,2.1. CONSTRUCTION: CONCRETE TYPE MIN. 28 DAY 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 3. DESIGN METHOD 1.1.2, ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 LOAD FACTOR DESIGN: 3,122 Ksi SPECIFICATIONS FOR MASONRY STRUCTURES. 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: 1.1.3. ASTM 0270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL SERVICE LOAD DESIGN: 4.2.6. ACCOMPANYING SUPPLEMENTS. 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, MASONRY WALLS AND LINTELS (INCLUDING 2009 SUPPLEMENT). INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN STAIRS AND FLOOR FRAMING 4.3. CONCRETE MASONRY: INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. ROOF FRAMING, SHEATHING AND UPLIFT 1.1.7' "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE LOAD COMBINATIONS FOR LRFD DESIGNS: NON -MOISTURE CONTROLLED. TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: STEM WALLS. TOTAL DL + FLOOR LL + ROOF LL 1.2. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE TOTAL DL + FLOOR LL + WL 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 TOTAL DL + WL CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. SPECIFICATIONS FOR MASONRY STRUCTURES. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, ACCOMPANYING SUPPLEMENTS. DESIGN ASSUMPTIONS: 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, SHOWN OTHERWISE IN THE DESIGN PLANS. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: REINFORCING STEEL: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi z'ai C7QLL.ZW1 P._5 O p 0; DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE THE ENGINEER OF RECORD. 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE THE COMMENCEMENT OF CONSTRUCTION. FACE OF THE CONCRETE. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 4.5.1. 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 3" 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2„ 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 1Y2„ 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 4.5.2, 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF y4" 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF (! 2.1.7. BALCONIES & DECKS: 15 PSF ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR 2.1.8. TILE ROOF PRIOR TO INSTALLATION. TOP CHORD : 15 PSF ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED BOTTOM CHORD: 10 PSF 4.5.6. 2.1.9. SHINGLE ROOF STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND -0 �l TOP CHORD : 7 PSF 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO BOTTOM CHORD: 10 PSF INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 2.1.10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF LUMBER: 2.2.2. GARAGE LOADS : 40 PSF v� 2.2.3. PARTITIONED ROOMS: 40 PSF Fb = 2,950 PSI 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF Fc = 2,700 (PARALLEL) 2.2.6. Fv= 285 PSI 4.7.1. 2.2.7. FLOOR TRUSS STEEL ERECTOR. 4.7.2. TOP CHORD MINIMUM: 40 PSF NJ 2.2.8. ROOF TRUSS STEEL FOR BUILDINGS". 4.7.3. TOP CHORD MINIMUM: 20 PSF 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 4.7.6. 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE WZ CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT DIRECTION ON THE RAILING. SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL _ Z Z F Z 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 U 0 HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. ® 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH Soil Chemical Barrier Method SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: Q 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A120 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: 4,2.1. 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES CONCRETE TYPE MIN. 28 DAY THE SPAN FOR TOTAL LOAD. DESIGN (fc) 3. DESIGN METHOD C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 3.1. LOAD FACTOR DESIGN: 3,122 Ksi C -I -P GROUT 3,000 Psi 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN 3, 2. SERVICE LOAD DESIGN: 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MASONRY WALLS AND LINTELS CONTRACTORS DISCRETION. INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL /o/ vnn U0) STAIRS AND FLOOR FRAMING 4.3. CONCRETE MASONRY: 4.3.1. ROOF FRAMING, SHEATHING AND UPLIFT 4.3.2. 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: NON -MOISTURE CONTROLLED. 4.3.3. 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: STEM WALLS. TOTAL DL + FLOOR LL + ROOF LL THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm =1,500 PSI C TOTAL DL + FLOOR LL + WL 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TOTAL DL + WL CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD 4.4. STRUCTURAL LUMBER: 4.4.1.1. COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. N•C•B •D•C IV, ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, 3.4. DESIGN ASSUMPTIONS: 4.4.2, ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.4.4. 4.1. REINFORCING STEEL: GREATER SECTION PROPERTIES. 4.4.5. 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi z'ai C7QLL.ZW1 P._5 O p 0; CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE FACE OF THE CONCRETE. 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. RECORD. PER FLORIDA RESIDENTIAL CODE R703.6.2 4.1.6. DESIGN COVER REQUIREMENTS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: C -I -P CONCRETE FORMED AGAINST EARTH: 3" C -1-P CONCRETE EXPOSED TO EXTERIOR: 2„ SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi C -1-P CONCRETE NOT EXPOSED 1Y2„ N (y) GROUT FILLED MASONRY: 4.5.2, SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 y4" 4.5.3. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) (! FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". ACI 530-5 (MASONRY STRUCTURES) ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR 4.2. CONCRETE: 4,2.1. 4.2.2. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP �E BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL C CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX oo WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 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) : 3 1/2" 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/ vnn U0) 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 C90-03, TYPE II U rnm NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm =1,500 PSI C MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE LO v mo 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. 0 LOAD BE S = 7 PSI = 00 Ksi INTERIOR L A BEARING WALL SPF, ib 6 5 E 12 N•C•B •D•C IV, ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2, ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS � J 0 - o 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 z'ai C7QLL.ZW1 P._5 O p 0; CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 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 LL 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 T =- F� W 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 Lu M 00(� 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 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: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi O SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 N (y) 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 n CD 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 -0 �l SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO 0 n 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: v� E = 2,000,000 PSI Fb = 2,950 PSI Ol (a J Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) p (t3 Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. NJ "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 E PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE WZ THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT �1 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. O1>_<0 Z Q U ¢ 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 _ Z Z F Z 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 U 0 TERMITE PROTECTION - ® PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT CL D 0 O�00 a.N Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which w substantiates the proposed method, is an approved termite protection system or method. Q IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRG 105. 1- "Apermanent sign which Identifies the termite treatment provider and need or 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/s rinkler systems including all risers and spray =shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestationbetween 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. FRC R320.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC 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 be 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 R320.1.5 - C n rete over our nd mortar along the foundation perimeter must be removed �iecfore exterer soi 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. 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 -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 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 R308.3 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 (1524MM) 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(610MM) 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. 11. 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 t 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 Yz 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. 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 T-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 AInTC- 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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 8". 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 HEM FIR 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. U �E a C oo a (n u- m (v (D O Q o N I- 00 a /o/ vnn U0) 0 o C) m U rnm Q O0 C U LO v mo ® Affiliations: A 0 B W, N•C•B •D•C IV, Tj Consultants: � J 0 - o pz xx=a P.66 z'ai C7QLL.ZW1 P._5 O p 0; „ 'y `1 I m 7 Z. O LL _ .�..,, Z<p Z,LL QO a O W 0% 2 LL W U) vI LL W LL �oc� • w� i o L LL r r J' ,. t W, ,ql �' $ !t U N T =- F� W ur 0I �°'o rn Lu M 00(� ZU� D O N (y) Z,t'M O (! n CD 0 Q v (M ,�-t .L (U r p -0 �l 0 n Q N 0 I'® (gyp LL �N �-C v� Z Ol (a J W J p (t3 Ln N Ln U NJ Z E WZ Oz W LE. O m z Z � �1 w UoZoo O1>_<0 Z Q U ¢ 00 _ Z Z F Z U 0 ® CL D 0 O�00 a.N w Q LU Z l� v LU 4t (n LQ z W UWoOCe Y M 0Zms Z w LLJ LU0 L) Uwoz000 J W T� O F w Q U ooa U, �J � LLJ cl< w ® 4 p ❑ Z ZLUa 0 00 � CL M U w > 0 g Fa SCALE AS NOTED PLOT DATE: 03/08/2010 VERSION NO. L05 JOB NO: 10-0450 SHEET NO. COMPONENT & CLADDING DESIGN PRESSURE 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" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6"@ 24" O.C. 8'4" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). "SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE + + + + + + + + [7 + + + + + + + + + (D t' .�. -I- 'F- -I- + + + + + + + + + + + + + + 'r 'I" 'i- + + + + + + + + + + t + + '� .r r + + + + + + + + + + + t 'r + (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) + + ro ¢o ROOF r + WALL SPECS, FOR MINIMUM DISTANCE) TRIBUTARY AREA (ft') ZONE 1 ZONE 2 ZONE 3 ZONE 4 CONNECTOR F PLIFT CAPACITY ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 F++ -39.3 590 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 + + -37.7 7/16" OSB 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 + + + + + + + + r \++ -35.6 + 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 LUGT2 -33.9 1850 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 16-16d Sinkers & 7 - 1/4"x2 1/4" Titen LTS 19 BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 1195* - 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT LTT19 1350* COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 8-16d Sinkers & (1) 3/4" ATR 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING 2825* 2429* SURFACES 18-10d x 1 1/2" & (1) 5/8" A.B. LTTI31 J m C7 ROOF DIAPHRAGM NAILING SCHEDULE PRE -FAB CHIMNEY CAP FLASHING RIDGE LINE, -I- -t + t + + + + + + + + + + [7 + + + + + + + + + (D t' .�. -I- 'F- -I- + + + + + + + + + + + + + + 'r 'I" 'i- + + + + + + + + + + t + + '� .r r + + + + + + + + + + + t 'r + + + r + + + + + ro ¢o USP STRUCTURAL CONNECTORS r + + SPECS, FOR MINIMUM DISTANCE) Qi O Q + EACH JOINT TYP. + + '-0" (TYP.) CONNECTOR F PLIFT CAPACITY i FASTENERS EXTERIOR FINISH (S.Y.P. #2) 1 (S.P.F-.) t + + + L + ++ F++ r 590 BLOCKING @ MID POINT 15132" CDX 1450 + + + + t + + + + 'I- 'r + 'r .I- + + + + 7/16" OSB 1247 M z w GALV. METAL f + + + + + + + t + + + + + + ,r + .r + + + + + I. r + r + + o + + + + + + + + + + r \++ + + + + + + + r r in F h + + t- f- + + F r r+ - + + I y 'r' I' 'r + + + + + t + -� + RIDGE LINE o = 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + T + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE GALV. MTL. FLASHING + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER CRICKET RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER TRUSS TOP CHORD 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 81 RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED \ USP HTW20 @ EA. CORNER 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. DOUBLE 2"x4" BLOCKING 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECTION "A -All w/ 1/2" PLYWOOD FLITCH 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. SCALE: 3/4"=1'-0" _ ATTACH BLOCKING ° TO TRUSSES w/ USP USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL SLOPE T - USP MUGT15 TYP. �GIRDERTRUSS PRE-ENGINEERED WOOD TRUSSES J L 2X TOP PLATr- 5/8"o 5/8"o THRU BOLT i n Q C mro UPLIFT CONNECTION CROSS-REFERENCE 0 a•(n LL. � 2"x4" BLOCKING (SEE MANUF. ro ¢o USP STRUCTURAL CONNECTORS USP SPT24 AT SIMPSON SPECS, FOR MINIMUM DISTANCE) Qi O Q CONNECTOR EACH JOINT TYP. LATERAL CAPACITY FASTENERS CONNECTOR F PLIFT CAPACITY i FASTENERS EXTERIOR FINISH (S.Y.P. #2) 1 (S.P.F-.) MASONRY APPLICATIONS L PRE -FAB CHIMNEY H FA16 1615 >-. z 590 BLOCKING @ MID POINT 15132" CDX 1450 = cn L: 335 WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR 1615 ¢ o 590 IN HEIGHT META20 7/16" OSB 1247 M z w GALV. METAL 7-10d x 1 1/2" 1/2" SHEATHING OR O.S.B. 4290* 3689* - w ° o FLASHING 2 HTT16 4175* 3695* - ¢ 0 HTT22 2"x4" STUDS @ 16" O.C. MAX. RIDGE LINE o = 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + T + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE GALV. MTL. FLASHING + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER CRICKET RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER TRUSS TOP CHORD 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 81 RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED \ USP HTW20 @ EA. CORNER 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. DOUBLE 2"x4" BLOCKING 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECTION "A -All w/ 1/2" PLYWOOD FLITCH 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. SCALE: 3/4"=1'-0" _ ATTACH BLOCKING ° TO TRUSSES w/ USP USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL SLOPE T - USP MUGT15 TYP. �GIRDERTRUSS PRE-ENGINEERED WOOD TRUSSES J L 2X TOP PLATr- 5/8"o 5/8"o THRU BOLT i CRICKET A n Q C mro UPLIFT CONNECTION CROSS-REFERENCE 0 a•(n LL. � PR ro ¢o USP STRUCTURAL CONNECTORS a� Go SIMPSON STRONG -TIE Qi O Q CONNECTOR UFLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR F PLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) (S.P.F.) (S.Y.P. #2) 1 (S.P.F-.) MASONRY APPLICATIONS MASONRY APPLICATIONS H FA16 1615 1585 590 10-10d x 1 1/2" M ETA16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A. B. HTT16 4175* 3695* - 18-16d & (1) 5/8" ATR HTT22 5370* 4618* - 32-16d & (1) 5/8" A. B, HTT22 5260* 5250* - 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 __ 16-16d Sinkers & 7 - 1/4"x2 1/4" Titen LTS 19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR LTTI31 2825* 2429* - 18-10d x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310* __ 18-10d x 1 1/2" & (1) 5/8" ATR 0z�¢O z ¢ U OE¢ Z 00 ro rzwF- z ego pew FRAME APPLICATIONS o-a��Uo o FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 1 10-8d 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 12-10d S PT22 725 623 260 8-10d S P 1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d S PT4 1075 924 - 6-10d x 1 1/2" S P 4 885 760 -- 6-10d x 1 1/2" SPTH4 2150 1849 - 12-10d x 1 1/2" SPH4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 - 2-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-10d & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 -- 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 -- 14-10d LS-FA24 1235 1235 - 16-10d LSTA24 1235 1235 -- 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 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. CRICKET A n Q C mro .® at O 0 a•(n LL. � PR ro ¢o co '(� N •U a� Go O co E a E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 USPTYP, '-2"X4" @ 16" O.C. MAX. ---/-(2) -- (2) 2"x4" BLOCKING w/ 1/2" 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 .I �11 � w �l STD. 90° a CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. - FROM FOUNDATION TO HIGHEST - BOND BEAM HTA 20-18 /HTA 20 BOND BEAM STEP INSTALLATION @ MID SPAN SCALE: N.T.S. NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION I_ 4" MIN. EMBEDMENT , SEE SCHEDULE FOR SIZE AND QUANTITY r,s; OF FASTENERS ° �X y TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION 0 �� n Q C mro .® at O 0 a•(n LL. � ro ¢o co '(� N •U a� Go O co E a Qi O Q 00 70 CD 0 _ N �+- 0" (D U)/l U Lo 1, • _ Qi 0 yj Affiliations: N-C•B•D-C Consultants: ZJ Z LL 5,a IIIII 111 o \\,\�� Eawi % P �r A+- z �Z O J �• �QJ��W{... U D'� • V( E.9,ra00 zF'-zd�> rev( W LL' q CD-ar F- �? . LL U�wg°* Q� O 7"vim ca /r' ,�`R m F z J /flit; ,)f14t.1, � v OF w 17, EL W 2 N ZUy 8 O '- M z � M 1 O Ln no � QjMO od- 'm F- L.L. is uJ J Q � un _N Lf -)U T -F z L L z �. LSI o LLJ z i m7dL w 0z�¢O z ¢ U OE¢ Z 00 ro rzwF- z ego pew ® o-a��Uo o is LU Q LLj lA Lf) U.) 1,0 LU 4t F- F - (f) LU w�00O2 M ��z`a� U r,%.LU z W O Lli i s J J T� LL, 0 wQV �P0�� U wE >- (2)��z � � oda o w ¢�� LL LL. z .. .. LU Z ® Q SCALE AS NOTED PLOT DATE: 03/08/2010 VERSION NO. L05 JOB NO: 10-0450 SHEET NO. (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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING � - w T� RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ ..L'(TYP•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ �" 5/8"OR 1/2 HIGH STRENGTH METAL PL. UNDER EA. TRUSS(U.N.O.)0 s " " " W/ 2-16d TOE NAILS @EACH END 2-16d TOE NAILS @EACH END ( R / GYP. TYPE X @ (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM MOISTURE BARRIER ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT INSULATION BA ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) _ CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW 7/16" O.S.B. MIN, SEE ROOF TOP PLATE S.P.F. DOUBLE NAILING SCHEDULE ON SHT. 8"x8"x16" NOMINAL BLOCK WITH - TOP PLATE SN1 3/8" MORTAR BETWEEN COURSES USP SPT24 ELEV. VARIES CONNECTOR 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. N 5/8" OR STREN BOARD GYP. W/A HA ABOVE SCRE CEILING INSULA CHART PLAN 1x2 P.T NAILE STD. 90 1x2 PT 1/2" GY 1/2" HIGH GTH CEILING PER CODE (OR 5/8" TYPE "X" @ GARAGE BITABLE ROOM W/DRYWALL WS@7"O.0 . & 8" O.C. WALLS TION PER ON FLOOR HORIZONTAL R -HOOK (SEE DETAIL) WD FURRING @24" O.C. PSUM WALLBOARD r0r �, a L Q) V v .® C c .0 a� ^ O (n u_ m a 6 (d ¢ o •® c 'N N %12'N.O. Q (n h � N mo w N Qa 1i 5 OD U rn o Tj Affiliations: A N B ®® N•C•B•D•C IT �� CONECTOR 1/2" 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 2x BLOCKING @ MID HGT. FOR WALL EDGE EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS ALUMINUM FASCIA INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". 2x SUB FASCIA SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 12" VENTILATED 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SOFFIT BLOCK WITH 3/8" in SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 8"x8"X16" KNOCK -OUT MORTAR BETWEEN = 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) COURSES CUT TO r „ - (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE BLOCK W/ 1#5 CONT. (ALT: 1/2 x12" TITEN HD @ 24 2x P.T. BOTTOM PLATE FILLED SOLID W/GROUT SLOPE. "' ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. " O 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 6x6W1.4X ER A.F.F. @ 24" O.C.) " ELEV. -0'-41/2"I-XI 2 WF OR FIBERMESH WWF OR FIBERMESH 8" C.M.U. TYPICAL 1/2" MIN. - . CD 3 3 1/2"MIN A.F.F. ° ° ELEV. -0'-3 1/2" Fz- - ' TYPE "S" MORTAR y d ti 2x4 CONT. A.F.F. o = o Z P ° _ --- - 4 • ° ' �• I � I 111=1'31/2"(min.)- 4" • ° ' I I ! III III-'� 1I2"(min.) " N - P p ° •. - - - I I-' 00 --rrl-r'n-rri-F p • III I - I -III -III. rr I I say 31/2"(min.) - 4" III=III 31/2"(min.) - 4" GARAGE DEPTH VARIES -III- I 1 fil ARCHITECTURAL III=III EAR=_ I -I I1=I I I_ I 11=1I I-1TI=1I I I I 11=1 I=I 1=1 I I III -I ,�. ' � -' � FINISH h •�. (2) #5 CONT. (2) #5 CONT. 4" 1'-4" 8" (1) #5 VERT. IN FILL.N.O. I • S (SEE GARAGE SLAB AT STEP g U.N.O.N MIN. FTYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @S FOUNDATION PLAN TEP U.N.O. CELLCC FOR LOCATIONS) SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH oo�s FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR j�EOS�cv MIN PSI MAY VARY PERos' TO CUT BLOCK OR POUR 1/2" OR 7/16 OSB MIN. PLYWOOD SHEATHING MUNICIPALITY- \,e CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C CONCRETE SLAB W/ 6X6 a 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. NOTE:EXTEND �tJ1MUM W1.4XW1.4 WWF OR = SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M DECO FINISH 4 to 6" 2x STUD 10 (1) ROW 2x BLOCKING @MID HGT. "FIBERMESH" LOAD BEARING OR BELOW GRADE () @ 2x STUDS @ 16" O/C f8'-6".( ) 2 ROWS OF 2x BLOCKING FOR WALL HGT. s 2 EXTERIOR WALL 8 C.M.U. THIRD POINTS NOTE: E - ULATION PER CHART ON FLOOR PLAN �0�5 - ROWS 2x BLOCKING @ 3rd PTS "v 1 "x P.T. STUD coN��N SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". `v ° ` OD 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION =111=1 I I I - #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @ GARAGE - - Qo SEE CC/S3 OR c�.r LAYERS W/ TOTAL THICKNESS 7/8" OVER SDE P C B III III -I I -IT> z G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL USP SPT22 CONNECTOR I IF AP LI A LE. 6 MIL VAPOR - 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" BARRIER -11 �r .a III= BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL I p p I I @ 24 O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR III-_ (IF NO UP LIFT ON SP SPT22 @ EA. STUD COMP. SOIL. _ _ _ r 5/8" x 6" EPDXY BOLT OR g J- -I I WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) (COMPACTED TO 95% -1 I I 1 =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 MODIFIED PROCTOR III III=1 I 1=1 I III *USP SPT22 TYP. SPACED EVENLY J ASTM D1557) 2x P.T. PLATE FIBERMESH BAR o BOLTS 6 x 6 W1.4 x ER N = iv WEEP SCREED INSTALLED w END OF 2' x PLATE WWF OR FIBERMESH 3" MIN. CLR. c PER MANUF. w p (2) #5 REBAR CONT. ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR - ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE :' , z c P MIN. F - 40ksi v GRADE N ° z #3 & #4 LAP SPLICE r 111 -III -III p 'Al Irr =1 I 1=1 I I Q DETAIL) ° . p FINISH GRADE °� 25" MIN. LAP g I=1 I=1 I -III I I -III -I 11- U.N.O. MONO OR STEMWALL-� C° -_ _ - ° �' • W ' + I � 1- I I-= I I I=TI-1 TYPICAL WALL SECTION rA FOOTING MONO SHOWN r - III -I -III _ I I1 -11I I11= ��1 c QO 6 MIL VAPOR BARRIER -1 I I III P P ° I I -III -1 I I-1 I °°�` ' �� R 17/8„ — �' FOR CLARITY _ ' =1 I III -I!!_! F9I1= #5 REINFORCING BAR -' 1 I III=1I I=1 I=1 I I III=1 I I_T1- I=1II=1II-1II=1II=1II=� — — _ — — _ N z SCALE: 3/4" = V-0" S3 ° ' _ _ _ - - - ' :� =1 i I=1 I I—III=1 11= I i I=1 i I- z ° ' �- � NOTE: Gp ° r --- - _ - ' ., I II I I I :• I II I I! 1111 1111111111111 HAIR - - - - #5 LAP SPLICE (2) #5 CONT III III III I I III , , I I- hLI.I--III=1 I I=1 I� I I ON 3" C s * ° _� �_-:= = I-1 I�1 �1 I - c� COMP. SOIL. (COMPACTED TO _° ° - - - 36" MIN. LAP (TYP.) 8" 1'-4" 8" I II II FOR BEARING WALL -=-III—III=III—III--III= I! _ _ (1) ROW 2x BLOCKING @ MID WI UPLIFT ONLY _--___ _- 1==1 I__I II=_=i=i' 95% MODIFIED PROCTOR ASTM ' �I!! I II I!I III I II I I I II I I I II I II I II 10" 2x #2 SPF STUDS - HGT. FOR WALL HGT. s 8 -6' . (2) I I- -1 I I—I III -III L-1 -1 I I- I I-� = I 1=� I=III 1 D1557)--�-�-� �- -� - #6 REINFORCING BAR #5 STD. 90 HOOK ROWS 2x BLOCKING PTS -111;;-111—III--III:-I11=III==-III--III-�III -III=III=-III--III—II1 4" 1 4" TYPICAL INTERIOR BEARING @1s° o.c. w/ (2) '—"�=1 I I=.-1 IL-1 I_I=1 I 1-1_I 1—III-III=1 I 1-1 I 1-1 11= #6 LAP SPLICE FOR WALL HGT. � 8'-6 ,, iI- 16d TOENAILS T & B WALL W/UPLIFT 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF rG APPLICABLE. 4 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0""3,)SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. S3SCALE: 3/4"=1'-0"2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION.SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE E 2 #5 CONT. ON 3" `� 6x6W1.4xW1.4 O 6x6W1.4xW1.4 r - CHAIRS (TYP.) WWF OR FIBERMESH "'WWF OR FIBERMESH 31/2"(min.)- 4" o . a a o � � GRADE Q_ �-1 I I -I � I -I � I I �•.• .. � I I S I -I � I -I � 1= ---_-_-_- •� I I -III -III -III -I � I- ' I=1 I I-1 I I -I I IEE D • 1=I 11=1 1=1 I -_I' -1 11= 11=1 I -I I -I - - I -I I -III -III-' ''-11 � " 1 I "I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11 _ �' -1 I II I II I II I III I III I II I II I II I II I II I III 11I I II I II I II -,I I �- 14,E � I I� ��,� 1= 1I- ��-Tj-ITI-ITI MIN. TYPICAL INTERIOR BEARING P.T. 2x 1 HOLD . BD. HOLD GYP. BD. TYPICAL THICKENED SLAB EDGE L 2' SLAB 1'-0" SCALE: 3/4"= S3 WALL W/OUT UPLIFT rG0 G 1/2" FROM SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3-0.1CONT. BEAD SEALANT � FOR ADDITIONAL SLAB INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT -3 1/2" VARIES MASONRY WALL AND -'S L OPT: DEPRESS SLAB 5%" DEEP 131. '=� GARAGE v PAD FOOTING - AND 6" BEYOND DOOR TO O.H.D. RECESS �< 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 , RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND `, �` S.G.D. U.N.O. WWF OR FIBERMESH 1, •� 8" MASONRY WALL - --- - CONCRETE SLAB , M CONCRETE NAILS W 1 1/2 '�1/2 GYPSUM WALLBOARD U.N.O. (U.N.O.) EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. { W/ DRYWALL SCREWS 8"O.C. "' " E 14" @ _ a J TO FOUNDATION PAD �. O.H.D. RECESS z r - t ` , STAGGERED, FROM BOTTOM INSULATION PER CHART !M _ ° CONT. FOOTING STEEL MAT REINFORCING. PAVERS _ C�"• ` .. <' , . ON FLOOR PLAN v 4 - - rr, PLATE TO CONCRETE lil -I I J I I� III :' " ;.... •. _ III=11 I -- ^ c _ - o . a a 4 .. I I I -I I a I I: ? GRADE _, (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - a a SLAB-, _ _ , , ___ .; . • •• - - ° ' .'� d • ' 4 0o TENSION 120# CONCRETE _ N �ji � I �• °' • • � 111 I 1 I 1 c� w =1 I I= a. -� .. _ VIII -II I II- .- Z z 1 _ - 6x6W1.4xW1.4 - _ I- III II1 I' rl—Fn—_ -- _ ,. r I I -I I— . t ..,' =1 - �_ r WWF OR FIBERMESH 1 4. __� 1' I- w �==III III III w 11=1 I I- v ^. M - �' •.• 1- a w❑ c� -I I ..,, .... 1=1 I I: _ I � _ J o w Un w _ -- - - -I_- I a T III1= on = III •. _ -z .. =11;a — LL-- -TI1=1 -- - --- I=1 I I=1 I " - I I_ -1 - _ --I r - -- i;I = -_ - III , ,I I 1-1 11-1 11-1 I I , ,I .IL;I-_; 1 I I I 1=1 SEE A/S3 OR JIS6 'I I I 1-I� I I 111- "� 6 MIL VAPOR _ - I 1--.. - L.- - - _ - _ _ _ _ FOOTING 1 I 1 i l i I- =1 I I I _ I - I._=.i!i_=LII-III„- 111---I 1 _ -"I I I -I 11_11 I SEE A/S3/J/S6 ��},� g„ �- _I -I =� =III -I 1--11 -I I IM I I- -1I I -1I . 1 -11Ii FOR REINF. INFO. 3” MIN. CLEARANCE BARRIER =_III I I_ LI I_� 11= FOR REINF. INFO. I, I� 111 LI Ia I I1 --J_1 - 11=III- BEYOND �� I I 1 1= = I _, I III -III _I OPTION # PAD REINFORCEMENT I- SEE TYP. WALL SECTION FOR ADDITIONAL ( ) FOOTING WIDTH 3 MIN. CLEARANCE _ V-4" (1 ST RY) SEE SCHEDULE SEE A/S3 OR J/36SLAB INFORMATION.SEE SCHEDULE -11 S i i,-� � r i 1'-8" (2 ST RY) 4" 4" FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1' 8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. rm_�� PATIO COLUMN FTG. DETAIL N i 8" (2 STORY) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S."3,) ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. � 0 r0r �, a L Q) V v .® C c .0 a� ^ O (n u_ m a 6 (d ¢ o •® c 'N N 0 6 0 Q (n h � N mo w N Qa 1i 5 OD U rn o Tj Affiliations: A N B ®® N•C•B•D•C IT ,vj Consultants: opzc o Wr U 001111111111111 toil z �i}tq.��y(p��j c� w Z-MLLI wt� w 5z AN xio ~ = zellW.f.o W wpHo fcujU 0LuZi� O�Zw wn -'.o N Z U y 0 ,-A N M Z 0,5� M O V) n p d em r-., 7 a 0 n d- z ria " i � n W N 4-) Z � J W J O fu un a) � U OC Z 0z J z "I mw z a ui i-,00 r- ORzaU z¢�8 =Ezz~z M w�w U ®O � 0 o '� v�aozo J ul 01 W 44Z Q VJ Lu M w o O o w ur- �m2 z rJ W � dg � z z uj ® Lr) O w l< 02 Lu CO 1 0 pa w'40LLz¢ <QQ� vrVX�o Zz CL w 0 00 T� CL Im LL LL Lu z 0 .j a SCALE : AS NOTED PLOT DATE: 03/08/2010 VERSION NO. 1.05 JOB NO: 10-0450 SHEET NO. ' VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION 1/2" MINIMUM CEMENT FINISH/—TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C (NP.) SEE ELEV. STANDARD 3" DIA. TEE 3/4" FURRING STRIPS 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN-OUT @ 8" O.C. OR 40 L I N SS DRYWALL NAILS MIN. EXTENSION FROM - EXTERIOR FACE OF BLOCK - WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 2 1/4" - INTERIO WALL - TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIO TO BLOCKING WALL CLEAN-OUT A WALL (2) 2x HEADER SCALE: N.T.S. S4 PER PLAN R� TRUSS BOTTOM CHORD OR 2x4 UPLIFT CONNECTOR CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 10d @ 8" 2" x 6" WALL 1ST COARSE 2ND COARSE 3RD COARSE F TOP PLATE VARIES O.C. TO EACH HEADER FACE R� Ll SOLID AREAS ARE STEEL AND GROUT -❑ DOOR OPENING -- ❑ ❑ DOOR OPENING — USP HTA20 @ EA. STUD • LMAIN `- 4._ SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. ❑ Li ❑ ❑ ❑ - -❑- ❑ ❑ ❑ ❑ ❑ FIT -_ APPLY 3 AYERS W/ TOTAL TH CK E 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE 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" 0/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 4 TRUSS BOTTOM CHORD OR 2x4 UPLIFT CONNECTOR CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 10d @ 8" 2" x 6" WALL 1ST COARSE 2ND COARSE 3RD COARSE SIZE TOP PLATE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE - u CRICKET AS REQUIRED REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE USP HTA20 @ EA. STUD • LMAIN `- 4._ SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. ;C 2 X 6 (MIN.) FRAME MANUFACTURER, FASTENED TO TRUSSES WITH 8d COMMON SPAN MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT ® UPLIFT CONNECTOR SCALE: N.T.S. S4 SCALE: N.T.S. "4,)AND 8"X8"X16" BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) FILLED K.O..GROUT S4 (3) wDOOR z 0- <i STOP MOLDING TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 X P.T. SEE SECTION AA/S1 1 #5 VERT. IN CONC. FILLED CELL 4 r -1E U)NAILS TOTAL) EA. SIDE OF LATE AND BB/S1 FOR N M W/ STD. 90° HOOK IN K.O. BLOCK 2x TOP PLATE GARAGE ?y, SPLICE STAGGERED ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 12 SEE TYPICAL WALL SECTION (NP) SEE ELEV. PRE-ENGINEERED WOOD KNOCK-OUT BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT VERTICAL JAM �� 5/8"DIA. x 8" J -BOLTS ON 24 CENTERS. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE SCALE: N.T.S. S4 TRUSSES @ 24" O/C z I— LL- L N N ENTRY ..o 4 TRUSS BOTTOM CHORD OR 2x4 UPLIFT CONNECTOR 7-1 -- (SEE SCHEDULE) 2" x 6" WALL DOUBLE 2x4 SPF. #2 SIZE TOP PLATE STD.90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 2x S.P.F. STUDS @ 16" O.C. - u CRICKET AS REQUIRED �� = I y EA END `- 4._ @ EACH END USP SPT24 @ EA. STUD ;C 1/2" EXTERIOR GRADE SHEATHING BLOCKING (TYP.) (2) FASTENED TO TRUSSES WITH 8d COMMON 2"x BUILT-UP COLUMN WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C 41- 9' EDGES & 8" O/C FIELD (3) 4 TRUSS BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO 7-1 -- 2" x 4" WALL 2" x 6" WALL J8" SIZE JACKS STD.90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION MOUNTING SURFACE. HORIZONTAL JAMBS - u INTO �� = I y EA END EA END @ EACH END __ ;C (1) (2) (1) 2"x BUILT-UP COLUMN (1) USP LSTA30 41- 9' (2) (3) (2) 1 (2) (1) USP LSTA30 _ _ = 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 USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR PORT N0N- 2x P.T. PLATE ROOF TRUSS @EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL 6 M USP HTT16 N 5/8" x 10" "J" BOLT @ 24" 0/C MAX VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. S4 S4 "4,)"4,) F= 2240 LBS 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. O3 MOISTURE BARRIER SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. AND FILLED SOLID W/GROUT `J OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT USP nc 1 #5 VERT. IN CONC. FILLED CELL W/ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON STD, 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL rF TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR HEADER SUPPORT TRUSS BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. INTO �� EA END EA END EA END @ EACH END __ WALL (1) (2) (1) 2"x BUILT-UP COLUMN (1) USP LSTA30 41- 9' (2) (3) (2) 1 (2) (1) USP LSTA30 SEE PLAN FOR MORE INFO (3) wDOOR z 0- <i STOP MOLDING TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 X P.T. SEE SECTION AA/S1 °°°° 18-10d NAILS 4 r -1E U)NAILS TOTAL) EA. SIDE OF LATE AND BB/S1 FOR N M 2x TOP PLATE GARAGE ?y, SPLICE STAGGERED 2X8 WALL ABOVE ADDITIONAL DETAILS 2-16d NAILS @ 24" O.C. OR n O > 7 z I— LL- L N N ENTRY ..o EQUAL TO TRUSS BOTTOM DOOR USP SPT22 L" 5/8"DIA. X 12" EPDXIED ATR J CHORD OR BLOCKING 2 x 6 P.T. USP SPT USP SPT4 — W/ MIN. 8" EMBEDMENT _ - #5 CONT. & RECESS 10d @ 8" 0/C 0 *MAX 5/8" W/ 5/8" W.A. W/ MAX 2x STUD @ 24"ry, LINTEL M z 5 1/2" MIN. EMBED O.C. MAX. - - 5/8"X10" J -BOLTS A O> - 2X P.T. PLATE - @ 2'4" O.C. PROVIDE P.A.F. NAILS OR O a a O p � o W4 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. 0 a0zW 7 J - A UPLIFT= 4290# (SPF / SYP #2) SEE F. IN FO. FOR PLATE TO CONCRETE REINN DOOR TRACK W/MOUNTING ANGLE U-) Ow Lu 4:1z _ _ = 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 USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR PORT N0N- 2x P.T. PLATE ROOF TRUSS @EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL 6 M USP HTT16 N 5/8" x 10" "J" BOLT @ 24" 0/C MAX VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. S4 S4 "4,)"4,) F= 2240 LBS 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. O3 MOISTURE BARRIER SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. AND FILLED SOLID W/GROUT `J OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT USP nc 1 #5 VERT. IN CONC. FILLED CELL W/ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON STD, 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL rF TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS INTO �� EA END EA END EA END EA END N•C•B•U•C .� V-4' (1) (2) (1) (2) (1) USP LSTA30 41- 9' (2) (3) (2) 1 (2) (1) USP LSTA30 (3) (3) (2) 1 (3) (2) USP I STA30 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE, SCRAP MATERIAL FLAT STRAPS PER CHART ABOVE J ** HOLD DOWN CONNECTIONS WALLNOT S NOTED UIREDITHOUT UPLIFT o SEE FLOOR PLAN NOTES FOR T REQUIRED CONNECTION FORM CREATES CONCRETE RECESS TO SF /ND 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <qN� 2 -ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE USP 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING FOR WATER SHED. MASONRY WALL 3 -ROWS 12d NAILS STAGGERED KEEP STIFFENER BACK FROM SIDES ENOUGH @ 12" O/C FOR 2"x10" OR n ° 2X8 P.T. BOTTOM P TE C TO ALLOW SPACE FOR FLAT MASONS TOOLS 2x CRIPPLES @ GREATER HEADER 16 O.C. W/ (2) 12d _ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. _ MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END USP CC (MIN. (2) PER BOTTOM PLATE) C MOUNTING BASE NOT SHOWN _ MOUNTING BASE SHOWN (2) 2x HEADER SEE PLAN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) USP SPT4 SPT24- USP SPT4 FOR CLARITY SEE DETAIL �''�,�, IN POSITION IT K/S4 GARAGE ENTRY FORM DETAIL S4 INTERIOR HEADER10d NAILS @ 4" � 10tl NAILS @ 8" 10d NAILS @ 6" O.C. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED IN PLACE CONCRETE / O/C TYP, BOX HEADER 12d TOENAILS. TRANSOM FRAMING GARAGE FLOOR SLAB j 8x8x16 C.M.U. GARAGE DOOR—_ TRACK MOUNTING BRACKET DOUBLE 2x ONLY EXTERIOR HEADERS BEYOND. TROWEL FINISH SEE / 71 CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO GENERAL NOTES \ ! TYPICAL U.N.O.) 12d TOENAILS. OPENING TRANSOM ` \\� j GARAGE DOOR ROLLER _ GARAGE DOOR TRACK ( LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD SLOPE FORWARD % SHEATHING CONNECTION ASSEMBLY SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING o E FOR DRAINAGE \\�� j GARAGE FLOOR ....;;::::'.;.;.::;;i ;; j EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4 S4 TRAVEL DIRECTION OF 1313/31 FOR ADDITIONAL 0/C BOUNDARIES 6" O/C EDGES B GARAGE DOOR / -�'-2x STUDS TYP. L: \\ DETAILS & 8" 0/C FIELD - USP HTT16 TYP. U.N.O. SEE N/S4 USP _ HOLD DOWN CONNECTIONS PLYWOOD o0o sPTzz MOUNTING BASE DETAIL NOT REQUIRED @BEARING MASONRY SHEATHING SCALE: N.T.S. a a N� WALLS NOTED WITHOUT UPLIFT RECESS /�SP USP WALLOBELOW 5/8"X10" J -BOLTS @ 24" O.C. a ' • LINTEL / SPT4 MAX. (MIN. (2) PER BOTTOM SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E SPT4 DIMENSIONS TO BE 2" ABOVE FINISHED PLATE) BLOCK WALL. RECESSED SPACE GARAGE FLOOR. P.T. BOT. PLATE ALTERNATE: GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE RDOOR THIS D WATER 5/8" DIA. ATR EPDXIED P SHED FORWARD THIS DRAWING. 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION D OD PLATE @ 24" O.C. SCALE: N.T.S. WALL HEA ER DETAIL Q FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. 4 (MIN. (2) PER BOTTOM PLATE) S4 ' M E 0 a4 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P NAILED N ¢a USP SPT4 u 0 70 EODOD O J) a FOR WATER SHED. MASONRY WALL 3 -ROWS 12d NAILS STAGGERED KEEP STIFFENER BACK FROM SIDES ENOUGH @ 12" O/C FOR 2"x10" OR n ° 2X8 P.T. BOTTOM P TE C TO ALLOW SPACE FOR FLAT MASONS TOOLS 2x CRIPPLES @ GREATER HEADER 16 O.C. W/ (2) 12d _ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. _ MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END USP CC (MIN. (2) PER BOTTOM PLATE) C MOUNTING BASE NOT SHOWN _ MOUNTING BASE SHOWN (2) 2x HEADER SEE PLAN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) USP SPT4 SPT24- USP SPT4 FOR CLARITY SEE DETAIL �''�,�, IN POSITION IT K/S4 GARAGE ENTRY FORM DETAIL S4 INTERIOR HEADER10d NAILS @ 4" � 10tl NAILS @ 8" 10d NAILS @ 6" O.C. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED IN PLACE CONCRETE / O/C TYP, BOX HEADER 12d TOENAILS. TRANSOM FRAMING GARAGE FLOOR SLAB j 8x8x16 C.M.U. GARAGE DOOR—_ TRACK MOUNTING BRACKET DOUBLE 2x ONLY EXTERIOR HEADERS BEYOND. TROWEL FINISH SEE / 71 CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO GENERAL NOTES \ ! TYPICAL U.N.O.) 12d TOENAILS. OPENING TRANSOM ` \\� j GARAGE DOOR ROLLER _ GARAGE DOOR TRACK ( LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD SLOPE FORWARD % SHEATHING CONNECTION ASSEMBLY SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING o E FOR DRAINAGE \\�� j GARAGE FLOOR ....;;::::'.;.;.::;;i ;; j EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4 S4 TRAVEL DIRECTION OF 1313/31 FOR ADDITIONAL 0/C BOUNDARIES 6" O/C EDGES B GARAGE DOOR / -�'-2x STUDS TYP. L: \\ DETAILS & 8" 0/C FIELD - USP HTT16 TYP. U.N.O. SEE N/S4 USP _ HOLD DOWN CONNECTIONS PLYWOOD o0o sPTzz MOUNTING BASE DETAIL NOT REQUIRED @BEARING MASONRY SHEATHING SCALE: N.T.S. a a N� WALLS NOTED WITHOUT UPLIFT RECESS /�SP USP WALLOBELOW 5/8"X10" J -BOLTS @ 24" O.C. a ' • LINTEL / SPT4 MAX. (MIN. (2) PER BOTTOM SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E SPT4 DIMENSIONS TO BE 2" ABOVE FINISHED PLATE) BLOCK WALL. RECESSED SPACE GARAGE FLOOR. P.T. BOT. PLATE ALTERNATE: GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE RDOOR THIS D WATER 5/8" DIA. ATR EPDXIED P SHED FORWARD THIS DRAWING. 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION D OD PLATE @ 24" O.C. SCALE: N.T.S. WALL HEA ER DETAIL Q FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. 4 (MIN. (2) PER BOTTOM PLATE) S4 ' M E 0 a4 M N q) NAILED N ¢a +-, = co u 0 70 EODOD O J) a (n 0) a v cc m (Q s m INTO �� 0i:�, yj Affiliations: �(2) 16d TOE NAILS N•C•B•U•C .� TRANSOM Tj Consultants: 10d NAILS @ 6" EA. BLOCKING �U}'.�yJ,Cj �� O:N TRANSOM FRAMING Q.�w rO UZI E) FRAMING ; d ao. Z.01k,4�¢dLLO 4:,0 -� -- STAGGERED m C7 Fz- z0 ui QE wKx6) �zsW o� X P.T. SEE SECTION AA/S1 Z LATE AND BB/S1 FOR N M Z 0�6 in 2X8 WALL ABOVE ADDITIONAL DETAILS ,- i a 'L Q) 0 n O > 7 z I— LL- L N N ENTRY ..o z -J Z J W J p m USP SPT22 L" • K.O. BLOCK W/(1) J T --i USP SPT USP SPT4 J -BOLTS @ 24" O.C. _ - #5 CONT. & RECESS 0 MAX - - FILLED LINTEL M z —j ur V) zo - - 5/8"X10" J -BOLTS O> - 2X P.T. PLATE - @ 2'4" O.C. z2 L? w E Z O a a O p � o W4 00 Lu 0 a0zW 7 J FOR WATER SHED. MASONRY WALL 3 -ROWS 12d NAILS STAGGERED KEEP STIFFENER BACK FROM SIDES ENOUGH @ 12" O/C FOR 2"x10" OR n ° 2X8 P.T. BOTTOM P TE C TO ALLOW SPACE FOR FLAT MASONS TOOLS 2x CRIPPLES @ GREATER HEADER 16 O.C. W/ (2) 12d _ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. _ MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END USP CC (MIN. (2) PER BOTTOM PLATE) C MOUNTING BASE NOT SHOWN _ MOUNTING BASE SHOWN (2) 2x HEADER SEE PLAN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) USP SPT4 SPT24- USP SPT4 FOR CLARITY SEE DETAIL �''�,�, IN POSITION IT K/S4 GARAGE ENTRY FORM DETAIL S4 INTERIOR HEADER10d NAILS @ 4" � 10tl NAILS @ 8" 10d NAILS @ 6" O.C. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED IN PLACE CONCRETE / O/C TYP, BOX HEADER 12d TOENAILS. TRANSOM FRAMING GARAGE FLOOR SLAB j 8x8x16 C.M.U. GARAGE DOOR—_ TRACK MOUNTING BRACKET DOUBLE 2x ONLY EXTERIOR HEADERS BEYOND. TROWEL FINISH SEE / 71 CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO GENERAL NOTES \ ! TYPICAL U.N.O.) 12d TOENAILS. OPENING TRANSOM ` \\� j GARAGE DOOR ROLLER _ GARAGE DOOR TRACK ( LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD SLOPE FORWARD % SHEATHING CONNECTION ASSEMBLY SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING o E FOR DRAINAGE \\�� j GARAGE FLOOR ....;;::::'.;.;.::;;i ;; j EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4 S4 TRAVEL DIRECTION OF 1313/31 FOR ADDITIONAL 0/C BOUNDARIES 6" O/C EDGES B GARAGE DOOR / -�'-2x STUDS TYP. L: \\ DETAILS & 8" 0/C FIELD - USP HTT16 TYP. U.N.O. SEE N/S4 USP _ HOLD DOWN CONNECTIONS PLYWOOD o0o sPTzz MOUNTING BASE DETAIL NOT REQUIRED @BEARING MASONRY SHEATHING SCALE: N.T.S. a a N� WALLS NOTED WITHOUT UPLIFT RECESS /�SP USP WALLOBELOW 5/8"X10" J -BOLTS @ 24" O.C. a ' • LINTEL / SPT4 MAX. (MIN. (2) PER BOTTOM SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E SPT4 DIMENSIONS TO BE 2" ABOVE FINISHED PLATE) BLOCK WALL. RECESSED SPACE GARAGE FLOOR. P.T. BOT. PLATE ALTERNATE: GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE RDOOR THIS D WATER 5/8" DIA. ATR EPDXIED P SHED FORWARD THIS DRAWING. 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION D OD PLATE @ 24" O.C. SCALE: N.T.S. WALL HEA ER DETAIL Q FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. 4 (MIN. (2) PER BOTTOM PLATE) S4 ' M E 0 a4 M N q) au- m N ¢a +-, = co u 0 70 EODOD O J) a (n 0) a v cc m (Q s m a Oo �� 0i:�, yj Affiliations: A 0 B ®®,,. N•C•B•U•C .� Tj Consultants: Z k�-�r.,��+�16i19tit11111C��,� �1 j�A 2aQ14��s �U}'.�yJ,Cj �� O:N kL .......... a� e M cD Q.�w rO UZI E) Q16" O Lu ; d ao. Z.01k,4�¢dLLO 4:,0 -� -- CD m C7 Fz- z0 ui QE wKx6) �zsW o� q�>1I �aQ N �U Z T -i M N M Z 0�6 jn CD C) a.i�n ,- i a 'L Q) 0 n O > 7 z I— LL- L N N ..o z -J Z J W J p m L" Lr) V J T --i 0 oz ww0 ILVLu M z —j ur V) zo O> 00 z2 L? w E Z O a a O p � o W4 00 Lu 0 a0zW 7 J U-) 1,0 Lu 4:1z �°< W LuQZO U '0 z m u z=Lu oo z p' w wp p Q a a¢ 8 p¢ E0-2 Lu co 0o z u w QoB z< a w ® 00 a ~ u- u - LU Z g H 0 a SCALE AS NOTED PLOT DATE: 03/08/2010 VERSION NO. 1m05 JOB NO: 10-0450 SHEET NO. REFER TO SECTION 1A ON SHEET S5.1 STUD SPACING SEE STRUCTURAL 16d NAILS SEE STRUCTURAL x WOOD TRUSSES TOE NAILS @ EACH END @ 0,0,,- 3'-0" FOR X -BRACING, ANDF, NOTES AND NAILING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR 70 E 00 ® BLOCKING FOR 2x4 BLOCKING 2x4 "T" BLOCKING 16d NAIL SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" o 1/4"x1-3/4" WEDGE INFORMATION @ 48" O.C. "L" BRACE �`--- TOP CHORD EQUAL @ EA. SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE v �, „ 2x4 CROSS BRACE OUTLOOKER ATTACHED W/ BLOCKING FOR x 1 1/2" SCREWS WOOD TRUSSES OUTLOOKER @ 24" O.C. APPROX. 8" FROM ELEVATIONS) SEE STRUCTURAL BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24" O/C 10d NAILS @ 4" O.C. TYPICAL FIRST FOUR ROWS OF a5° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING EACH JOINT W/ (2) TOP CORD AT LEAST 90% OF WEB TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES o SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL 5 SHEATHING APPROX. 8" FROM ; OUTLOOKER ' EDGES OF HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO E ES AND 12" O.C. FIELD 2x4 CROSS BRACE APPROX. APPROX. 8" FROM O/C W/ 2 -16d 24" MAX. END TYP. TOP & 48" O.C. EACH JOINT W/ (3) 10d o A7 LEAST 90% OF WEB @ T-0" 0/C. EXTEND @LEAST 90% OF USP ii 8 FROM RIDGE FASTENED AT RIDGE FASTENED AT SHEATHING TYP. "L" BRACE TO EXTEND 2x4 "T" BLOCKING —� MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) mi MASONRY WALL EA. END @ 48" O.C. APPROX. 8 FROM BOTTOM CHORD (SEE • STUD 10d TOE NAILS @ EA. END 10d & 2 10d TOE () AT LEAST 90% OF WEB 2x4 BLOCKING @° 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) O w 0�- O _ tl LENGTH (SEE TABLE) u ��L � SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT WITH 8-8d 2X6 FRAMED WALL -SEE WALL SECTION FOR SPACING NAILS @ EA. END C) Z¢zo <U GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP Q� I�-1CZ JKLLj arJ 2x4 PANEL BLOCKING C) 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE c=w 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS \ AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" 0/G THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 7/16" OSB SHEATHING . , AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED O.C. FIELD (2) 16d NAILS �� SINGLE L BRACING DETAIL LSI ATTACHED W/ 10d NAILS zoW�� (j) "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS co 2x4 "T" ON TOP OF PANEL SCALE: N.T.S. S5 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS ) O.C. FIELD O.C. FOR THE FIRST 4 ROWS O ® E � x8 BLOCKING, FASTEN WITH DIAPHRAGM -- FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2x6 P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 T ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. LUSP 5/8" x 10" "J" BOLT @ 48" O.C. ILL TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" BLOCKING @ "J" MOISTURE BARRIER HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. WEEP SCREED INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C O.C. 48" O/C GABLE TRUSS 5/8"x 10" BOLT @ /16 O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" O PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP 4'-0" @ MOISTURE BARRIER NOTED 2x4 LEDGER MATCH BOTTOM ( VERSION NO. DBL. TOPL PLATE STUD WALL TRUSS VERTICAL JOB NO: VERT. WEB 0/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) /- (24" W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE J SECTION TAPCONS. SECTION FASTENED WITH (3) 16d PER SIDE SNOTE:TRAPIMISSEDpD RTICAL 2 SECTION 3 SECTION 4 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCISSOR GABLE 11 T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'4" MAX 20'-0" MAX BACKNAIL W/ 2 2x4 OUTLOOKER 8d @ 6"O/C 2 4 BLOCKING W/ 2 10d "X" BRACE SEE DET, J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO SECTION 1A ON SHEET S5.1 STUD SPACING SEE STRUCTURAL 16d NAILS () @ 24' 0/C x WOOD TRUSSES TOE NAILS @ EACH END @ 0,0,,- 3'-0" FOR X -BRACING, ANDF, NOTES AND NAILING TOP CORD 24" O/C (TYP) TOP CHORD U �co SCHEDULE FOR 70 E 00 ® BLOCKING FOR — ® — USP HGAM10 W/ 4 () BLOCKING — SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS o 1/4"x1-3/4" WEDGE INFORMATION 1` co EQUAL @ EA. OF TRUSSES @ o _ BOLTS & (4) SDS 1/4" v �, „ 2x4 CROSS BRACE OUTLOOKER 24" MAX. EDGES OF _ o CD x 1 1/2" SCREWS WOOD TRUSSES APPROX. 8" FROM 'vI Consultants: SHEATHING TYP. �LLo� ,�� In o Lu W W:W ti N J pry e F RIDGE FASTENED AT gZO. ryCwa.QW "L" BRACE TO EXTEND yx< ooW 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) CD - AT LEAST 90% OF WEB wp�n I�oU AT 24" O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS o -- -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING Z � ul m 0 z3 1/2" CDX PLYWOOD OR 7/16" BRACING a AT EA. TRUSS JOINT 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 @ 48" 0/C FOR THE 2 16d NAILS () OSB SHEATHING ATTACHED W/ 10d NAILS @ 6 O.C. " W/(3) 10d x 3" @ • EACH CONN. @ 24" 0/C _ 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" O/C W/ 2 -16d (D = 0.148", L = 3) OR EQUAL (D = 0.207", L = 41/2) OR EQUAL (D - 0.207", L = 41/2") OR EQUAL END TYP. TOP & D- h TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER �� TOENAILS @ EA. END NOTES: BOTTOM ATTACHED /JACK <<<, , / 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 CONNECTION YII`` mi MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) - MASONRY WALL O w 0�- O _ tl u ��L � �a ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL.... QUAL2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD 10dx3" @ 4" 0/C (2) 12d TOENAILS_ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION r THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR NON -LOAD BEARI G LOCATION B.OU CMOSAMEINUMBER OF ROWS, SAME SPACING) OF (__8� C[• �. � 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES pEXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. „_ , „ _SECTION g �`+= BEARING LOCATION (UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE. 3/4 - 1 0 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ) rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 AS PER BCSI 1-03 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SCISSOR TRUSS 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2) 10d PER JOINT 6 91 MAX MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR 10dx3" 0/C @ WOOD TRUSSES LOCATIONS) 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"4" (U.N.O.) "L" BRACE 24" 0,0,,- 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 _ o_ d U �co 70 E 00 ® Lu C7 Q — ® — --o — — �u.l , Lu Z w 0 U o X 1` co (D �n ULO o v A N W N•C-13 TB _ o CD 'vI Consultants: w o w �LLo� ,�� In o Lu W W:W ti N J pry e 0 a �rzQ gZO. ryCwa.QW o o � ooW LL Z�O, rY V,! [OY,•Q (" LOL on F x ul 00 . o CD - wp�n I�oU d ZL j �a ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL.... QUAL2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD 10dx3" @ 4" 0/C (2) 12d TOENAILS_ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION r THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR NON -LOAD BEARI G LOCATION B.OU CMOSAMEINUMBER OF ROWS, SAME SPACING) OF (__8� C[• �. � 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES pEXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. „_ , „ _SECTION g �`+= BEARING LOCATION (UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE. 3/4 - 1 0 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ) rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 AS PER BCSI 1-03 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SCISSOR TRUSS 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2) 10d PER JOINT 6 91 MAX MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR 10dx3" 0/C @ WOOD TRUSSES LOCATIONS) 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"4" (U.N.O.) "L" BRACE 24" 0,0,,- 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 NOTE: GABLE END DETAIL MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. 55 SCALE: N.T.S. 55 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 � "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE 6 9 MAX AND LOCATION) 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE 5 35 AND LOCATION) S5 i GABLE TRUSS 6 6 F t S5 S5 C, • 'a • a I S5 12 - DOUBLE TOP PLATE 6.9 MAX. -= 2X4 LEDGER USP LSTA 18 ["zTHr'AQ„ @ 16 O.C. CONT. BEARING CONT. BEARING DBL. TOP PLATE USP NOA10 (TYP.) STUDS@16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL@EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0” - SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE 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 END JACK V c (D (h W 11'-0" MAX. acn q LL cp Q- 1 _ o_ U �co 70 E 00 ® Lu C7 Q c� CORNERJACK Y U w C) N m . Lu Z w 0 U tv ?F- 00 1` co (D �n ULO 7T, rn 0 TI Affiliations: S5 12 - DOUBLE TOP PLATE 6.9 MAX. -= 2X4 LEDGER USP LSTA 18 ["zTHr'AQ„ @ 16 O.C. CONT. BEARING CONT. BEARING DBL. TOP PLATE USP NOA10 (TYP.) STUDS@16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL@EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0” - SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE 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 0 s V c (D (h W h q acn q LL cp Q- 1 _ o_ U �co 70 E 00 ® a w C) N m . tv ?F- 00 1` co (D �n ULO 7T, rn 0 TI Affiliations: A N W N•C-13 TB 'vI Consultants: o a zwo �LLo� ,�� tp Im: Lu W W:W ti N J pry e 0 a �rzQ gZO. ryCwa.QW Y•i2l <<1Ya'C)' 0 w 55 Lu ooW LL Z�O, rY V,! [OY,•Q (" LOL on F x ul 00 . o wp�n I�oU N W NW20 ZL j O '- M N M Z � ul m 0 z3 07 n o ❑ QJM� <J, > Q) O D- h �� —J z� J _j J Lr) q) Ln V mi T_q O w 0�- O W u ��L � .®I 0 C) Z¢zo <U z Z ( 00= �1f� Q� I�-1CZ JKLLj arJ C) C a S 8 n o opo 0�o v~aoz@ C) c=w t� Lu F- W LSI mcl� Uoo8� zoW�� oaLLJ ?z Lu ® L, Q� Lu co pp�}� 0a U Lu 0LL Z ® E � x8 } cy LL z J d Z ¢ Lu M ILL a~LL LL UJI 0 CL SCALE : AS NOTED PLOT DATE : 03/08/2010 VERSION NO. 1.05 JOB NO: 10-0450 SHEET NO. 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER- 1 X 4 F1/2" DRYWALL c INSTALLTION . ® C - m a DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO CONN. DETAILS „ TO SHT. SDW2-K1 FOR CONN. DETAILS /�1 X 4 TO SHT. SDW2-K1ACCEPTABLE FOR CONN. DETAILS / , / �, / j 1 X 4 MAX.Mme' g„ DO NOT DO THIS PROPER INSTALLATION #5 REBAR (TYP,) 2"x BOT. PLATE W/ (2)104 @ 6" o.c.- 3/4" PLYWOOD DECKING GLUED L<- .— j' 1 X 4 i//� � i %%/ 3/16 O X 3 LONG /� FURRING / 3/16 U X 3-1/2' LONG j� � FURRING co #5 REBAR TYP, ( ) AND NAILED W/ 8d COMMON a0 ' a 3-1/4' LONG X 3/16" 0 i %/�; FURRING TAPCONS TAPCONS STAGGERED 2X8 f� m %I 6" O.C. EDGES AND 12" O.C. FIELD % TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. 1X8 00 1~ � -' ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL O.C. 2 -ROWS INTO MASONRY THROUGH 1-1 �2" DETAIL 2 -ROWS INTO MASONRY THROUGH TD. 90° HOOK (TYP.) STD. 90^ HOOK (TYP.) / �-� ' ROWS STAGGERED 1x4 P.T. & 1x8 P.T. 3" DETAIL 1x8 P.T. & 2x8 P.T. FILL Soup r U u> S o n "w BOTH CELLS MQ',w w.. w o,C 3° w.'0 Z t� >W 41"EIr 6% m .Z z�',�� v .iW IN c) i/ ,r i J/:://� L> z c) 2,4dLL 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ 3/16" x 3 -1/2" TAPCON @ 16" z�.M W, p (p O mz-o or wo�j�U W0 n 0 W J w „ O.C. & 4 FROM 1X4 P.T. 3/16' x 3 -1/2" " DOOR JAMB (REFER 1/2 DRYWALL 1 X 4 ', i ',! /, " '%" / i / LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR !/' JOIST TYPICAL � d TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 / CONN. DETAILS----_ 07ko FOR CONN. DETAILS ; /, /,. / , FOR CONN. DETAILS �% j� 10d @ 12" O.C. --_- FURRING ® Q- �- 2X8 P.T. WITH 3/16"U X 3' CL +2.. NOTC FIRST COURSE USP HGAM10 @ 12' O.C. w/4 -SDS 1/4x1 1/2" h LONG TAPCONS 2X8 Imo— fu u_ L n - SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" Z 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. MA� _ - WEDGE BOLTS INTO K.O. BLOCK W J 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES _ L U +5^ FILLED CELL PER FOUNDATION PLAN rH BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. z "S -,)SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T,S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION zffLu a wmzz aC W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A �Q�zoo a oQQo¢Q EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 00 , 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS UPLIFT CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS BLOCK HEADER ARCH BLKG. & BUCK �` 1/2" DRYWALL * J 1 -PLY PRE-ENGINEERED TRUSS 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE USP RT16M W/ 8 NA11 NAILS & �" 1 O (6) d x 2' TAPCONS BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ch (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W! (6) 10d NAILS x 11' NAILS AND 7/16" OSB TO BE INSTALLED 110 _ .` (4) a' X 1" WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#1) 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 AT EA. END I— * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" CONNECT W! 8d NAILS BRACE/ BLKG. W�oo�'� O.H. . INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD BOND BEAM OR CAST INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRYk / _ IN PLACE BEAM 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 1/2" 16" ��ERy PLYWOOD SHEATHING RETROFIT TRUSS DETAIL ~RF wa(6 Y,$> START OF ARC WALL USE (3) 1/4" X 3 TAPCONS AT O.C. 12 + ANQ<F + NQTy N.T.S. 4' MAX. RAD. CD + ARCH DETAIL JACK TRUSS PROVIDED BY SEE + SCALE: N.T.S. SS Q a w TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. BLOCKING AS � �- z ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL -- - + REQUIRED TO SUPPORT � ® 2 x 8 BUCK - CONNECT TO BLOCK SECTION SCALE TRUSS � `+ SOFFIT AS NOTED WITH 1/4 x 3 1/4 TAPCON (1 1/4 MIN. B -B EMBEDMENT INTO K.) NO. + _ _ + lw05 JOB NO: 1/4" MAX r 2,_0�� 8„ 2X6 TO X4LS USP RT3A 2X4 SYP , FILL 1st4 COURSES fr EACH TRUSS SOLID W/GROUT BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK PROVIDE 2x CONNECTOR 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONT. W/ (3) 12d NAILS ~ PROVIDE 2 x 8 DIAL. BRACE BTW NAILS AT EA. END -C � ` � - ---- -- —-_L__ PROVIDE 2 MIN. O JACK TRUSS PROVIDED BY SEE LINTEL SCHED. VERT. BRACES WHEN HGT. OF __ - _ TAPCON AT EA. SIDE TRUSS COMPANY OR 2x4 BRACE EXCEEDS 24" - =:� ;:_. — - BUCK - (1) WITHIN 4" #2 SYP @ 24" O.C. ENTER SO IT FOR OVERHANGS BETWEEN OVER 1 1/2'. LEAVE A CUT OUT IN O.S.B. ON T _ MIN. OF START OF CONTACT ENGINEER OF RECORD FOR 4'-0' MAXSEE PLAN 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%z' WOOD FOR OVER HANG OVERHAN .. SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-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) START OF ARC 4'MAX. RAD. O.C. �'' RETROFIT WALL OVERHANG DETAIL (NTS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL SECTION @ENTRY L SECTION @ ROOF EXTENSION M FOR OVERHANGS BETWEEN 3/8"TO1112" THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SCALE: 3/4" = V-0" S S SCALE: 3/4" = V-0" S S NOTE: FOR OVERHANGS LESS THAN 3/8"- NO REPAIR REQ'D. B -B 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 EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. 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 SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". 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 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHORHTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W .W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIPI u W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , p'3 o w A REINFORCING AS FOLLOWS: :: - I I=III=III=I LI=I I I=I I ICL * CE LOWER R IN BED INT. DO NOT FURROW. " ; .';; :: SEALANT PLA W R HALF OF MORTAR JO '" . • a . r=I I I=I I a I I—� =I I I= w :•:..>, .. * PRESS PANEL REINFORCING INTO PLACE. ;;:. :': -; _4 " 6" MIN. LAP SPLICE W/ ; ;';::::;• P III=III=III- #5X6 EMBEDDED INTO Z EXISTING FOOTING 2-#5X6' IN CONC. _ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <,'.. ': <.-e•;.;; .-_;:: REINFORCING PANEL DO NO FURROW. I IIII IILO FILLED CELLSMOOTH. DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. '�=' '"=: '`"` �'" 6" MIN. LAP III=T= GRADE P. —rTr- g SET BAR IN EPDXY . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST .; SPLICE REMAIN FREE OF MORTAR. °=:>'- NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. z_ \ "' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT fl ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) 16" MIN.COVER EA. WAY A SECTION 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) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. ll 1 SCALE: N.T.S. J) APPLY SEALANT EVEALYTO 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" = 1' 0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ' U M E u) R8 Q c . ® C - m a o n ' .— C '� N U~ co ® E OD a o CD f� m %I (� -0 C M 4- O 00 1~ � Wo Q U Ln v rn o Affiliations: A N B ® N•C•B ll�C ®� Consultants: z -+ 04� U u> S o n "w M� NUJ MQ',w w.. w o,C 3° w.'0 Z t� >W 41"EIr 6% m .Z z�',�� v .iW IN c) W.S)cx; o, z c) 2,4dLL :�0 6. L'i �;l �L;,&L" z�.M W, p (p O mz-o or wo�j�U W0 n 0 W J w zo3 Z) O '- M N M � d v Ln M j O 07ko ® Q- �- CL rn 0 h Imo— fu u_ L n Z a--+ J W J O Ri In qJ L U z zffLu a wmzz aC �! �Q�zoo a oQQo¢Q 00 zLaW~w x z Z S W J npp a 0 O o J LO ch 110 to � Lu 4t I— J LUoa W�oo�'� 0V)Ind o 0OZ�LL ULLJLL, w �0 ED 0 Ln .1,9coaQ� Lu in1� J ~RF wa(6 Y,$> Uw Oa O LL. Z CD ��a�oS aLo af" Boz¢ Q a w � �- z � ® a SCALE AS NOTED PLOT DATE : 03/0812010 VERSION NO. lw05 JOB NO: 10-0450 SHEET NO. NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ IT N TO JACK TRUSS (AS SHOWN) SEE-- OF HIP/RIDGE TYP.BETWEEN OR GABLE END SEE TRUSS *DIAGONAL SPACED PLAN SHEATHING AT 15'-0" O.C. MAX TRUSSES W/ (2) 12D NAILS EACH STRAPS I LAYOUT END TO TRUSS TOP CHORD I CLIP EACH TRUSS 2X4 BLOCKING TYP. (SEE ROOF PLAN BLOCKING USP JUS46 OR JUS461F I FOR TYPE) BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ ii zz'l`� t ° A I I II BUCKET TO COLUMN FRAME OUT TO `` SECT. A -A PLATE TOP @ TRUSS Ilil BLOCK EDGE BRG � �J SUPPORT COLUMN BUILT-UP I '� (2)-2x4's OR 4x4 W/ (2)-10d "---SEE DETAIL 4/D1 _ - A NAILS8" O.C. EACH PLY G.T. @ FOR BEAM SIZE I l i (SHOWN AS 4 x 4) ADD 2X4 ALONGSIDE I I i i� EXTERIOR SHEATHING I ii ATTACHED PER NAILING ------ TOP ___ TOP CHORD WHEN REQ D I , `�i (2) USP HTA20 s SCHEDULE -- --__ TO PREVENT PLYWOOD _ SPAN FROM EXCEEDING TYPICAL BLOCK i , w/(1 0) -10d x 1 1/2 EA. TO COL. 2x SPF #2 i I AT 16" O.C. ACK WALL �� `� �i ALT: (2) USP MSTAM36 �=—� MAX 24" SPAN (EITHER TRUSSES,,, �.�-HIP �— � �`. �\�\ STRAPS CENTERED I y SIDE OR BOTH IF REQ D) G'T w/(13) -10d NAILS Ea TO COL.__ , ,-i—BUILDER FRAME CONTINUOUS LATERAL BRACING- �� ' �� TIE BEAM RADIUS NAIL OVER X -BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS �� AS REQUIRED FOR NAILING X -BRACING - 2x4 SPF OR SYP (2) 12D NAIL w/ 2-16d @EACH TRUSS WEB AT 12 O.C. MAX BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP)rl--,�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" = V-0" SCALE: 1/2"=1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" NOTES: TYP. HAND FRAMING ABOVE TRUSS HIGH ROOF TRUSS @ TRUSS NOTES: CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. t``<:ENTRY W/ ROOF 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SHEATHING ATTACHED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB `` .. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE W/ (4) 10d TOP & -,,,.,..:PER INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST ?<. PRE -ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 `rf COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d W/ (14) - 10d X 1 1/2" EACH -!! SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION , ' HIGH ROOF TRUSS <:... OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACEDr @ENTRY SEE PLAN SEE �" ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER is -- FOR CONNECTION — - -- — COLLAR TIE ROOF SHEATHING -" PLAN `' A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd ATTACHED PER INFO. !i `j 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER NAILING SCHEDULE SEE PLAN FOR .��-�--'__ _ __ I LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" CONNECTION INFO. WALL G. 2x CLOSURE B ATTACHED W/ 2-16D 2 #7X 3-1/2' WOOD /................. - -- WALL @ 16" O.C. T M O.C. MAXIMUM. 2x4 SPF 2 �- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL E AT O -_ _ CONT. TOP & BOTTOM NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS � ----DOUBLE TOP PLATE CHORD NAILED TO TRUSS/ BLOCKING W/ (2) 16d NAILS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB 2x4 #2 SPF KNEEWALL W/ 2x BRG. WALL SEE & EXTERIOR SHEATHING ATTACHED PER NAILING ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB — - B PLAN FOR MORE INFO. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS STUDS @ 16" O.C. W/ SCHEDULE DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) T EXTERIOR SHEATHING PRE -ENG. TRUSS � Y I ATTACHED PER NAILING � 2X4 BLOCKINGSCHEDULE 2X4 DIAGONAL AT 8-0 O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ROOF SHEATHING MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. ATTACHED PER 2x4 #2 SPF BASE PLATE W/ RECTION TYP. NAILING SCHEDULE � ISI - -J_ - - j`r DI USP MTW12 TO BLOCKING LOW ROOF TRUSSES W/ A — BELOW 2x4 BLOCKING @ TOP �— DIAGONAL 2x8 #2 SPF RIDGE BEAM �� _�� -� s CHORD @ 24" O.C. W/ (2) AT 8'-0" 16d END NAILS EACH END WOOp ,(� MAX TRUSS aC 2x6 RAFTERS FOR SPANS 4FT TO 8FT __ _ _ SEE E IN FOR 2X4 RAFTERS FOR SPANS LESS THAN MORE NFO. 4FT @ 2'-0"O.C. MAX. w/ (3) 10d 2x4 #2 SPF BLOCKING @ COMMON TOENAILS TO RIDE BEAM 24" O.C. UNDER ENTRY ROOF W/ USP HD26 W/ (4) 2X4 CONT. AT CONC. MASONRY 16d & (2) 10dx1 %z' NAILS @ EACH END T & B CHOR STEEL OR WOOD LOW ROOF TRUSS BEARING SUPPORT SEE PLAN FOR MORE INFO. IV A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: 1/2"=1'-0"4� WOOD TRUSS SECTION ENTRY �o -- A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4" = V-0" SECTION ENTRY SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=l'-0" VARIES . ,-,-,-,-r T- -,_,_ I I -11-r — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C: W/ (4) 12d _}/t— —}/1— COMMON TRUSSES. STRUCTURAL SHEATHING TOENAILS TO TOP SEE TRUSS PLAN ATTACHED PER NAILING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SCHEDULE 3/D-1 NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE = VARIES W/ rVARIES SEE PLAN ROOF SLOPE FOR WALL LOCATION — � WOOD WALL OR TRUSS. SEE PLAN 2X4 CONT. W/ (2) 16d _ COMMONS NAILS MIN. 2x4 #2 SPF STUDS @ EACH STUD TYP. 16" O.C. W/ EXTERIOR T&B SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OlL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE TRUSS OR W/ 1/2"X8" EPDXY ANCHOR ROOF SYSTEM MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. SECTION 2 ENTRY KTSHEAR TRANSFER EXT. WALL 9 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" U h U N .� c:w •o 0 �` u- zo5) a /�, W Y 2 W o °q- 5 4-J¢ o +1 = M �00 U00 O cO E n a 2� N ) (� cm N a 0 a co O h U� vj Affiliations: N•C-B-D-C vj Consultants: o \N �,�t1\1\`111{{liitrl�p��r UWP .• e��g W( V 6 .... a o 11106 (ty'y t r n N zuiia� / �.a'� Lu , Ld ' o'd o � � <5 0 CL ul. - 'V1rC w 1 ,� Q C7''��'.' C) Z fii3t�11\ -o woi=o�U O 0� �� rao N Z O i 0 ,- M z v Vn o�6 � j co rn CD Q djM{--, T -r 0 ^� G ,I® >> a z rn ra J w W 6a ora Lr) u U mi r -r L 0Z w�� LLJ z a w��2-w U1—2:w00 Po Z Q U oz Q O¢ a z /0 V c� z Q Kp J ® 0 z o N 1� I g0ZC> c:) �� m Lf) lD Lu 4t Lu Q a6)8 DO -n: (� p w K Z cy Lu Lu O Lo ® Lu a�Q�d�r LLJ m � 06 wa6 02 g 2 ® Lu 0 LL Z *ar-o8 > ad LL a°LULu oC O 00 ,V -.q ® M LL. g W ® W H SCALE AS NOTED PLOT DATE: 03/08/2010 VERSION NO. ix05 JOB NO: 10-0450 SHEET NO. 01 PRODUCT APPROVAL SPECIFICATION SHEET 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. Florida Cate yr /Subcate or 1. EXTERIOR DOORS Manufacturer Product Descri tion u Approval N m bei s Test Pressures A. SWINGING Plast re, Inc./ Nana Plastics 'be lass Ent Doors Distinction Fiberglass I I FL6184-R1 +65.0/-65.0 sf FL10849 Adjustable Post Base ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf Coil Strap Tie RS300 ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders Milestone Series 1000 FL8409-R2 +45.0/-45.0 psf C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL5675-R1 +30.0/-32.0 psf H6 FL10456 Clopay Building Products Residential WinclCode Doors W5 16X7 FL5675-R1 +30.0/-30.0 psf FL10447 (used in wind speeds over 120trifO) Clopay Building Products Residential WndCode Doors W6 8X7) FL5675-R1 +37.0/-41.0 psf Holddown (used in wind speeds overt 20tiph) Clopay Building Products Residential WndCode Doors W6 (16X7) FL5675-R1 +37.0/-37.0 psf D. OTHER HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 2. WINDOWS Embedded Truss Anchor Quadruple 4 inch Solid Sofro 121-01 HSUR/1-410 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-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) FE5709/5710/5711/5712/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A E. OTHER Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 3. PANEL WALL HUSC412 FL10655 Joist Hanger A. SIDING Alside CoventryVinyl Siding FL121 03 + - +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTHER Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 4. ROOFING PRODUCTS LSTA12 FL10852 Strap Tie 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 FL10852 Strap Tie LSTA30 FL816-R1 C. ROOFING FASTENERS Strap Tie LSTA36 FL816-R1 LTS12 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A Twist Strap LTVV16 Florida Metal Products, Inc Vent RV10 FL2075-R3 N/A E. ROOFING TILES LTS20 FL10456 Twist Strap LTVV20 F. ROOF TILE ADHESIVE FL11496 Tension Tie LTS19 FL822-R1 G. OTHER Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 5. SHUTTERS FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.01-103.0 psf FL859-R1 MGT Alufab Galvanized Steel Storm Panels FL4804-R1 +104.01-104.0 psf MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 6. STRUCTURAL KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry COMPONENTS MTS12 FL10456 Twist Strap A. WOOD CONNECTORS/ Simpson Strom -Tie FL10456 see chart MTW16 FL820-R2 ANCHORS USP Structural Conn. Twist Strap see chart FL820-R2 B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Tension Tie MTS27B Boise Eng. Wood Prod. Wood I -Joists ALLJOIST - FL1645 R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) Hi h Strength Concrete Lintels FL158-R3 N/A FL817-R1 SP2 Wekiwa CP Pre -cast and Pre -Stressed Lintols FL1418-R2 N/A SP4 FL10456 Lott's CP Lintel FL12045 NIA FL10655 Face Mount Joist Hanger Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Epoxy Powers Steel, Inc. Power Box Lintels FL6264-RI N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE 717.640-3747 Simpson & USP Cross Over Chart with Product Approval Numbers Florida Simpson Produc Number Florida Product Approval Number Product Description USP Product Number IMP34 Florida Product Approval Number A34 FL10446 Framing Anchor Double 4 inch Hodzonlal FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie &091e 6Y, inch Horizontal 10'-0" 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 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor Quadruple 4 inch Solid Sofro 121-01 HSUR/1-410 FL10655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW16 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 ITF 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 LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTVV12 FL820-R2 LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 LTS20 FL10456 Twist Strap LTVV20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTVV12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 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 Fax 717-845-0355 HR Engineering, Inc, 1418 E. Markbt'St: 'Suite B York, PA 17403 2.1 January 2009 Nick Thompson, Product Manager- SWing '& Metals Associated Materials, LLC 3773 State Road Cuyahoga Falls, Ohio 44223 RE: Florida Evaluation, Coventry Vinyl Siding;-FBC 2007 Dear Mr. "Thompson; The following Associated Materials vinyl siding product; Coventry has been tested and analyzed in conformance with ASTM D 3679.05 as required by Florida Building Code 4007, paragraphs 1400 and 1.405.13., plus Florida. Residential Cade 2007, paragraph 703.11 Structural testing to ASTM D 5206, as required by ASTM D 3679, was done at Architectural 'Testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40. Testing was done for Atside,, Inc., which is owned by Associated Materials, LLC,. Coventry vinyl siding is produced in 5 configurations, Double 5", Double 5" Dutchlap, Double 4", Double 4" Dcltcblap, and Triple 3"; all with, a thickness of 0.042" A strengthening feature of this product is that it has'a "rolled edge nail here", which forms a double thickness at the nail horn. edge. I haee.perfarriied a combination of rational and cornpawiva analyses on this pwd.uct, whieliineigiles, the inundatory requirements of Annex A1.2.1 in ASTM D 3679 InstalWi4in-yruru be over 5/8" mininnum neilable sheathing or t/z" minimum plywood. Installation fa$,,ienets must be roofing nails with 3/8" diarneterhead, 1/8" diameter shank, and amiiiiinam length of '1-5/$". The allowable design wind pressures for 211 5 _. conflvi4oils: including Double 5", Duruble 5' Dutchlap, Double 4 Double 4" " are -P/-173 psf r8" stud spacing, +/-1 psf for 12" stud Dut�]ilap, oriel Triple 3 r p for ud space g, 15 3 ( spacing, aad,44-86,5 psf for 16" stud spacing. In order to achieve these pressures, all. Studs mLst'tia ie nails"iil'Slaer?I and, all nails mustbein studs. The above values can be compared directly to the ret]ulred wind loads in Chapter 16 of the Florida Building.Code. 1 trust that this information is sufficient for the project needs. If there are any questions about this report, or if anything additional is required, please advise me. r, Sincerely yours; r/u-c+w %/% /�•-'•ate r,.;,,r, Alen N. Reeves, P.E, Structural Engineer ANR:aur Florida License No. 19354 ;/_ - Cc: 09010005 n 26 installing soffit and fascia Please note: Although vinyl soffits are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls Is not recommended and cannot be guaranteed. Installing trim - Option A When lase a is applied without exposed n ill n . Wirt open cavo: Secure F -channel to the exterior of the fascia with the lop leg resting against the bottom of the board, Seculu F channul on will, level with the F -channel on the fascia. With dosed uavu: Use a J-channul in place of ate F-chunnel at the wall. Secure all channels every 1.2' on center, In center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside of wood fascia. With open nave: Securo F-channul to the wall and to the inside of the fascia board, level with each other. Cut out pack of channel to fit around rafters, it needed. With closed eave: Substitute Tchannels for the F -channels. Secure all channels in the center of the nail slats, 12' on center. Insf:alling soffit 1. Measure the distance between the inside of the inside and outside aims. Allow 114" per side for expansion and cut the panels to length. Insert panels into hints. For eaves over 16" in width, you will need to install inlennediale nailing supports to keep the soft from sagging. 2. Inlurluck panels as you would vertical siding. Closed soffit can be secured every 12' on center. 3. When fascia panel is not being applied, use an F -channel or J -channel at corners of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J -channel or H -channel. wmll Option A lards rOrUa • I Amina Ivor uhH wilt wa1� Option B r1r rr 4 =tit` -.- r Diagonal vitro use Installing soffit and fascia Installing fascia 1. Install un undersill trim at are lop of the fascia board. 2. Measure distance from the bottom of the F -channel to the top of undersill him, and then .5 Ootid 114" for clearance. Cul panel to width. 3. Perforate lire cut edge using Snap lock punch approximately eve ry8" onsmin the "tabs" face outward. 4. Hook the leg of the fascia panel over the F -channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snapduck punch attachment l3 to slide the lop of the fascia behind metal drip edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving if 1 117-' Mb to be inserted into overlapping panel, 2.Ovcdap 314" (hall the dlstaice of the notch). Fascia installation mw, Fascia overlapping sole at im, Capping fascia afo make comer caps, cut a piety of vinyl fascia that is 5 1/2' luny. l ' 1 S gI15r A „„ T 0 1. Mark the vertical cenledine on the back Or the piece. r V 2. Cut a 90" section of the bottom flange front the center, leaving a F ~ 45' angle on either side, j t 90" 3. Use a hand scatter or metal straightedge to fold fascia piece m•veck �I ' 40 ' 1"1 t along vertical centerline to make a right-angled corner. Sir; lyhl trim use I +e t d err } v t 4. Using a snap -lock punch, make 5 tabs just below the top edge of Hie 1 I li lrf 'tit a r` 3thmndr n-ct,oanat corner cap, making sure that tabs face outward. Install corner cap by locking the bottom over the existing )r `I n 7 ca Fascaint 61" F-diannol and strapping the top u x ti t PP J edge into lire undersill Mot. itr'iE6dltj I d $1.7tIS lt KAYL'AN " I KAYCAN'" ICC -ES Evaluation Report ESR -1495 Reissued November i, 2006 This report Is subject to re-examination in two years. www.icc-as.org 1(800)423-6587 1(562)099-0543 A Subsidiary of the lnternational Code Council' DIVISION: 07-TIIERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LID. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05470 (802)U4U-7010 www.kavcan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUAIION SCOPE Compliance with the following codow a 2006 International Buildirxy Cvdo'" (IBC) 20001ntamational Rosldential Code' (IRO) • 1997 Unitorrn Building Codur" (UBC) ■ BOCA" Notional Buildir)g Codc/1999 (BNBC) • 1999 Standard Building Code' (5130) Properties evaluated: • Exterluryunuor • Wind resistance 2.0 USES Kaycan PVC Siding is used as an extedor veneer and as closure material on the underside of exterior roof eaves (softs). 3.0 DESCRIPTION Kaycan PVC Siding Is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D 3679. The siding is used as an exterior wall covering over solid sheathing arid as soft. The siding has a plain- or wood -groin texture and Is available in various colors with matching trim, comers, and starter strips, Tho panels aro a minimum of 0.040 inch (1 mm) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 turn). Patrols aro formed with an upper edge having nail slots and a lower edge that huoks into the upper edge of Ore lower course. The siding Is produced in different profiles as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: , Installation of the aiding, including the panels, comers, starter strips, titin and other accessory items, shall be In accordance with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict between the manufacturer's published installation instructions and this report, thin report shall yovoln. A cupy of tire nlanufacturol's published installation in*twCtions shall W on the jobsite at all times during installation. Solid sheathing and a water -resistive bearer shall be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the proscriptive mqulronwnla of the applicable code. See Section 4.2 for applicallons in excess of the prescriptive requirements or where lire applicable code does not provide prescriptive requirements. 4.2 Wind Rusistace; Design wind pressures must be determined in aceutdamm with Chapter 16 of the IBC, SBC, UBC or BNBC or Section 301.2.1.1 of the IRC. In areas •wIturo the basic wind speed (3 - second gust do not exceed 100 mph (45 mis) (80 miles per hour (36 rule) (fastest mile) under the UBC], and the building height Is less than or equal to 40 foot (12 192 mm) in Exposure C areas, Installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1408.3.3, SBC Suction 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply Witt the prescriptive requirements of IRC Suction R703.4 for areas where the basic wind speed (a -second gust) is less than 110 mph (49 m/s) in Exposure B, and does not exceed 00 mph (40 m/s) in Exposure C or 85 mph (37 m/s) In Exposure D. For applications in excess of tho prescriptive requirements, the design must be In accordance, with IRC Section Ft3U1.2.1.1. For applications in excess ofthe prescriptive requirumunts, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) (44 par (2107 Pa) under the UBC] when attached to u code -complying, minimum '/o inch -thick (10 mm), structural-rdlod OSB sheathing. 'Tho siding shall be attached with 01, -Inch -lung (38 min), %-inch-diamulur-head (10 nun), Ver Irlchitatnoter-shank (3 tram), cornoslon-reslstant roofing nails spaced 6 inches (15.2 mm) on center. The structural sheathing and framing to which the siding Is attached are outside the scope of this report. lCGPSfn,li,w;vn11h.Oj,,lolen La [ti,ab,aaux rrµua<nrinx nG<licru,",iJ,«wtrirmly4,Y./CC E.." S.,,akA, A",.. IlraY ra i qAW' M , „rw,aa.r,rJm.::,r•J.a.grr. r.,�.,rw�<r r.�..",,,r+,,,c,c�•f r::�..n,aa.ur,o�,,:rr,:,nr cr rcc e.,,nwrrw,sa, d.., /,,.,rya,: �r;nrv;a.; .,: CopYf7hl O 2008 Pape 10 2 7174MG-3747 Fax 717-W-0055 HR Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 22 January 2009 Ted Berman, P.I3., Administrator, Florida Building Code Cunuriission 'red Berman and Aszociates, LLC. 925 41st Stteet, Suite 104 Miami Beach, Florida 33140 REt Certification of Independence Dear Mr, I3enuan; In ,Conformance With .Rule 98-7.2.110, F.A.C. "Criteria for Certification of Independence'', I offer the following. I and a registered professional engineer In the state of Florida with license number 19354, t work (n +r two person consulting sauctural engineering firm, "Hit Gngiueer(ng, Inc." of which I atn the majority owner. In my work performing an evaluation, I do not have, nor will I acquire, a financial, interest in any company rnanufagngiug or distributing prgtlucts'fyr which the reports are being issued. In ury work perforhing air evalutiv; I do c ttove, qrwill l au)t " e a financial interest in any other entity involved in fire approval process of the product. 1 trust that thih is, sufficicnt for the Florida Building, Code Cor rrtrs4on's requirements. If there are any,questions about this certificativa of irtdependeucL', or if anything additional is required, please advise tine, Sincerely yours; HR Engineering, foe. Ahea N. Reeves, Y.E. Chief Engineer ANR:anr C. Associated Materials, LLC 090/0005 ESR -1405 I Most WfdolyAccepted aril Trusted Wind resistance of the soffit panels Is outside t o scope of this repurt. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described In this report complies with, or is a suitable oltornallve to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5,1 The siding Is limited to Installations on buildings of Type V -B (IBC), Type 5B (BNBC), Type A (SBC), and Type V -N (UBC) construction, and to construction permitted by the IRC, as applicable. 5.2 Thu exterior walls shall tw Inac:ed or sheathed to resist racking loads with approved materials in accoidartuo with of the applicable Code. 5.3 The siding shall be Installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. Thu sheathing Shall be covered with a water -resistive barrier, as requirud by tho applicable code. Page 2 of 2 5.4 The sldlrg is manufaclufed in Richford, Vermont, undur a quality control program with inspections by Architectural Testing Inc. (AA -870). 6.0 EVIDENCE SUBMITTED 611 Manufacturers published Installation instructions. 6.2 Data in accordance with fro ICC -ES Evaluation Guideline for Vinyl Siding (AC37), dated October 2008. 6.3 Quality documentation in accordance with the Acceptance Criteria for Quality Documentation (AC 10). 7.0 IDENTIFICATION The Kaycan PVC Siding described in this report shall be identified by a slump bearing the Kaycan Ltd. name and/or trademark, the product type, the statement 'Conforms to ASTM Specification D 3079," the stalement'Confdnns to UBC Standard 14-2", the name of the inspection agency (Archllectural Testing, Inc.), and fro evaluation report number (ESR -1495). TABLE 1-KAYCAN PVC SlUING MODEL PROFILE LFNGTH Beard & Buttal Singlu 71ndh Vertical IV -u" D-4 Avantl Double 4 inch Hurizantal Dutch Lap 12' - 6" D-4 Marquis Double 4 inch Hodzonlal 121-61, 0-5 CVnr"_ Doubly 5 Inch Hodzonral 12'- 0" D-5 Elegance Uouble 5 inch I lud-tal butch Lap 12' - o" D{ V. -tical Double 5 inch Voitical 10•- 0" L-rstan Uouble 4.5 incl Horkmual 12'- 0" Newport &091e 6Y, inch Horizontal 10'-0" Ocean Park Bevel Double 4.5 indh Hoazumtal 72' - 0" Ocean Park Cove Double 4.5 Inch Horizontal 12'- 0" Platinum Set- Del Double 4 inch Horizontal 12' - 6" Pl-unom Series D-4 Dutch Lap Double 4 inch Horizontal Uulch Lap 12'. 0" Platinum Series T-3 "triple 3 Inch Horizontal 12'- 0" Prova Uouble 4.5 Inch Horizontal 12'- 0" Sierra Uvubre 4.5 Horizontal 12' - o" T-3 Clacsio Triple 3 Inch Horizontal Dutch Lap 12'- 0" T-3 Harizotiml Tdple 31nch Horizontal 12'- 0' Vented 8" Double 4 Inch Perforated Sealt 12,_01 Ventod 10" ruble 5 Inch Perforated Sofro 12' - 0' Solid 10" Double 5 inch Solid Soffit 12' - 0' Cunlur Voided 1275olld 12" Triplu 4 inch PurSully Purlulutec! SON 12' -C Vunled 16' Quadruple 4 inch Porforalod Soffit 121-01 Solid t e"1 Quadruple 4 inch Solid Sofro 121-01 ICC EVALUATION SERVICE, INC, Evaluate • inform - Frvtcct Lw Angik. Pied aa/1tr13JanaI Oak. • 5360 Whxkman Nita Wrest . Whittier, CA Mel (562) 699-0543 phone • (562) 695.4694 fox Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquirer or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) IGC 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. n NGsse - President ICC Evaluation Service, Inc. Ou•In,...R.tawl Oma. • 7760 W„rkman Mul P.aN, wh:,r'•,, CW-. Wall -1301) V990711 www.kGu.ory l RaaWn+1 OIOa. • 900 Munn hk R.W. 3•a. A, a.minµham. Alabama 17113 • 130)) 399 W00 Rarbn,l Olna. • i071 Ws•r Flwam.•x R„a0. C„vn,n Cl.b tial•, Ills,.,. x0175 • nod) 399.3705 27 a--7 Q� D CD F= U 0CD > i� < 0 Q OCD CD -O 0 w Z Z Q --IM V) O O W D LL O Q � O O () Q E Z 0 W J e eeee� n� D F= 0CD i� < 0 0 L rn 0 w Z Z Q SHEET NO. PA 1.0 Technical Reprosentutivu Address/Phune/Entail Quality Assurance Representative Add, ass/Phune/Email Category Exterior Doors = wM 12=1i, �,i �FYY�" fas4y.'1f'j'e 15s.ttrii BEIM Evaluation Report from A Florida Registered Architect or a Licensed Product Approval ?1bl Florida Prufu:aimlal Engineer 1 Hot Topes 1- submfSucrerpe I :;fats .Facts Fut4catgn. BCL`Homa � Login � ULaf'rlv'JI:I,Wn � 114[rUVKa � 6JJintt :xrUurga � stal:5fae1. � Puq,rxnrel S rUC SWR t DCIV Urta M I aV Lrh. ( .wrt1, ^ " .am: Punt IWr 40 Product Approval +,t,,Ap,Jralntlt+:ia Approlie,Dalai the Evaluation Report FL8838-R1 Elc -CC 102Ya111-4 • luauLL'JLfY'L - I • &VICVNJ L:k % AWrc Ct U.t.a Florida Ucense FE-4J4U9 FL # FL6184-R1 National Accreditation and Management Institute 2007 Application Type Re.r;lon Approved Valdated By Code Version 2007 Archlved F. Validation Checklist - Hardcopy Received Application Status Approved FL6184 Rl COI CERT.Qj' j f)FPFNDENCE.pdf Clopay Building Products Company Comments standard Year TAS 202 1994 Archived P 6184.4 101/1.3.2/NAFS Product Manufacturer Pla,tFo Inc. / Nanya Plastics Curp. 2002 Addie../Phone/Enwil 5200 W CENTURY BLVD. 2002 Impact Resistant: Yes Created by Independent Third Party: Yes TAS 201, 202, 203 LOS ANGELES, CA 90045 Technical Representative Robert]. Amoroso Drawing No. FL -6104.4 regarding sldellty protection"") (44U) 969-9773 Ent 16 2.540 Jewett Lane areas Inside the HVHZ) Sill (OXO) The Sidelite Glazing Installed Ullllzing the runoconnelltpplastprolno.cumt Lip Lite Screw Frame. Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing Authorized Signature Ran O'Connell Approved for use in HVHZ: No FL5675 K2 U 301348-B•Rev12 odf ramoruso.pe ciflorldaextruders.com Impaet Resistant: No Created by Independent rare Party: No ronoconnell ;nlplaApruino.conJ Kirby Gotten Technical Reprosentutivu Address/Phune/Entail Quality Assurance Representative Add, ass/Phune/Email Category Exterior Doors = wM Subcategory Swinging Exterior Door Assemblies �,i �FYY�" fas4y.'1f'j'e 15s.ttrii Compliant. Method Evaluation Report from A Florida Registered Architect or a Licensed Product Approval ?1bl Florida Prufu:aimlal Engineer 1 Hot Topes 1- submfSucrerpe I :;fats .Facts Fut4catgn. Wee: WUK V r R Evaluallon Report - Hardcopy Received product parllcuIars. Florlda Englneer or Architect Name who developed Lyndon F. Schmidt +,t,,Ap,Jralntlt+:ia Approlie,Dalai the Evaluation Report FL8838-R1 FL5675-R2 Florida Ucense FE-4J4U9 Revision Quality Assurance Entity National Accreditation and Management Institute 2007 Quality Assurance Contract Expirttian Date 12/31/2012 Approved Valdated By Ryall J. King, P.E. ScottHamlltpF,pgf Archlved F. Validation Checklist - Hardcopy Received Ill Certificate of Independence FL6184 Rl COI CERT.Qj' j f)FPFNDENCE.pdf Clopay Building Products Company Referenced Standard and Year (of Standard) standard Year TAS 202 1994 101/I.S. 2 1997 6184.4 101/1.3.2/NAFS 2002 Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the ASTM E1886/E1996 2002 Authorized Signature ASTM E330 2002 Impact Resistant: Yes Created by Independent Third Party: Yes TAS 201, 202, 203 1994 Equivalence of Product Standards Certlfled By Sect urri from the Code ... ....... ... .......... ' w ` .' .111-1-1 .... M = wM Subcategory Swinging Exterior Door Assemblies �,i �FYY�" fas4y.'1f'j'e 15s.ttrii LC Is I i".'. I login I c—aag:truaco 1�t 1 I Hot 14 Pcc I. cui,., u -'r-, ( '.',Fear t WWKenrre ` FBC sten t KIS Slte Map ; Uri,, I s aiLi ( Product Approval ?1bl Florida Profe„lural Englneer 1 Hot Topes 1- submfSucrerpe I :;fats .Facts Fut4catgn. Wee: WUK V r R Evaluation Report - Hardcopy Received product parllcuIars. 11gd1/' V;, v a Proarbtj ALUNJAYLli"ca ^ AzasalsacLSt I Apphe,aivn Mail +,t,,Ap,Jralntlt+:ia Approlie,Dalai FL # FL8838-R1 FL5675-R2 Application Type Rgvl:lon Revision Code Version 2007 2007 Application Status Approved Approved Comments L.F. Schmidt, P.E. ScottHamlltpF,pgf Archlved IT Ill Product Manufacturer Thema-Tru Corporation Clopay Building Products Company Address/Phune/Email 118 Industrial Drive Ysdl TAS 202 1994 Edgerton, OH 43517 2007 6184.4 (419)298-1740 2002 Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the s)asperson@tttechnologles.us 2004 Authorized Signature Steve Jaspersgn 1994 Impact Resistant: Yes Created by Independent Third Party: Yes sjasperson@tttechnologies.us Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Ernall Category Exterior Doors Subcategory Subcategory Swinging Exterior Door Assemblies no[ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed .e ., .:. � '�E71=3mral�t CdYPBia.11;9 Florida Profe„lural Englneer 1 Hot Topes 1- submfSucrerpe I :;fats .Facts Fut4catgn. I FVC SWR 1 -5 site Map I links' sea 'h ! R Evaluation Report - Hardcopy Received product parllcuIars. Florida Eng near or Architect Name who developed Wendell W. Haney +,t,,Ap,Jralntlt+:ia Approlie,Dalai the Evaluatlon Report FL # FL5675-R2 Florida License PE -54158 Revision Quality Assurance Entity National Accreditation and Management Institute 2007 Quality Assurance Contract Expiration Date 12/31/2011 Approved Valldated By L.F. Schmidt, P.E. ScottHamlltpF,pgf Referenced Standard and Year (of Standard) F. Validation Checklist - Hardcopy Received Ill Certificate of Independence FL8838 RI COI CFRT OF INDEPENDENCE.pdf Clopay Building Products Company Referenced Standard and Year (of Standard) Standard Ysdl TAS 202 1994 Accepted Engineering Practice 2007 6184.4 ASTM E1300 2002 Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the ASTM E1300 2004 Authorized Signature TAS 2UZ 1994 Equivalence of Product Standards Certified By Sections from the Code Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory 0 a :. no[ K:. Surma scVUa( slut. B, FaW 1 PubRcalg Florida Professional Engineer .e ., .:. � '�E71=3mral�t CdYPBia.11;9 SCIS Horne LopN ! ,, User Re(tlstnUon 1 Hot Topes 1- submfSucrerpe I :;fats .Facts Fut4catgn. I FVC SWR 1 -5 site Map I links' sea 'h ! 'ii”l Product Approval VSER: rUUK Vsal product parllcuIars. Florida License -d,11- Me ahLd,,1,,,A,1,a +,t,,Ap,Jralntlt+:ia Approlie,Dalai Intertek Testing Services NA Inc, EIL/Warnuck Hersey FL # FL5675-R2 Validated By Application Type Revision IT, Validation Checklist - Hardcopy Received Code Version 2007 Application Status Application Status Approved F1SSzZiR2 COI StatemellL,Io--Raking L%LG.9_g[_�y_tluti4D_ED.(L(Y_ Comments ScottHamlltpF,pgf Referenced Standard and Year (of Standard) Archived Ill ANSI/DASMA 106 2002 Product Manufacturer Clopay Building Products Company Address/Phone/Emoui AddreWPhone/Email 8585 Duke Blvd. TAS 202 1994 Sanford, FL 32771 Mason, OH 45040 6184.4 (407) 323-3300 Ext 334 (513)770-6062 Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the jh oke@Noridaextru ders.com mwesterfield@s dopay.corn Authorized Signature Authorl2ed Signature Scott Hamilton Impact Resistant: Yes Created by Independent Third Party: Yes ramurusu.pet;floridaextruder s.cun; sh amilton@clopay.com Technical Representative Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed K:. Surma scVUa( slut. B, FaW 1 PubRcalg Florida Professional Engineer 0 'iI Product Approval IT Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report product parllcuIars. Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA Inc, EIL/Warnuck Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfutter Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 IT, Validation Checklist - Hardcopy Received Certiftcate of Independence FL5675 R2 COI Certification of Independence of Validation Entity-. Application Status Gar" Pfuehler.pdt Drawing No. FL -6164.2 regarding Sidelite protection"") F1SSzZiR2 COI StatemellL,Io--Raking L%LG.9_g[_�y_tluti4D_ED.(L(Y_ C. Dlstlnctlon Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite ScottHamlltpF,pgf Referenced Standard and Year (of Standard) Standard year Lite Screw Frame. ANSI/DASMA 106 2002 Florida Extruders International, Inc. ASTM E330 2002 Address/Phone/Emoui TAS 201 1994 Other: See INST 6184.3 for Design Pressure Ratings, any F1.6184 Rl AE EVAL Q10.4.1.1 TAS 202 1994 Sanford, FL 32771 TAS 203 1994 a Hvdol, Nunab ar ur Name Description mm r' I K LCISH r LvYIn I Uor Ra :atcn r Ilut Tv K:. Surma scVUa( slut. B, FaW 1 PubRcalg 1 FVC SWR I VCG sIe MaP I LnVS i xucn { 0 'iI Product Approval Impact Resistant: Yes Created by Independent Third Party: Yes Design Prosser.: N/A Evaluation R.ports coca.'Ulk u:. additional use limitations, installation Instructions and Created by Independent Third Party: Yes product parllcuIars. !+.ductAyylvelMau aYadu_ctyr Fyyl<olu__ I Ayy_'cotwn lit, Appl,catieo Dataa areas Inside the HVHZ) FL # FL9262-R1 Frame. Application Type Affirmation Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Code Version 2007 Uth.r: See INST 6184.2 for Design Pressure Ratings, any FLO164 RI AE EVAL 6164 2 pdf Application Status Approved Drawing No. FL -6164.2 regarding Sidelite protection"") Comments C. Dlstlnctlon Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite areas inside the HVHZ) Archived I., Lite Screw Frame. Product Manufacturer Florida Extruders International, Inc. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Address/Phone/Emoui 2540 Jewett Lane Other: See INST 6184.3 for Design Pressure Ratings, any F1.6184 Rl AE EVAL Q10.4.1.1 additional use limitations, installation instructions and Created by Independent Third Party: Yes Sanford, FL 32771 Drawing No. FL -6184.3 regarding sidehte protection"") 6184.4 (407) 323-3300 Ext 334 areas Imslde the HVHZ) Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the jh oke@Noridaextru ders.com Snap Frame. Authorized Signature Robert Amgru5o Approved for nue aotafde HVHZI Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes ramurusu.pet;floridaextruder s.cun; Other: See INST 6164.4 for Design Pressure Ratings, any FL6184 Ri AE EVAL 6,(84 4 odf Technical Representative Robert]. Amoroso Drawing No. FL -6104.4 regarding sldellty protection"") Address/Phgn,VEmall 2.540 Jewett Lane areas Inside the HVHZ) Sill (OXO) The Sidelite Glazing Installed Ullllzing the Snaford, FL 32828 Lip Lite Screw Frame. Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing (407)323-3300 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 K2 U 301348-B•Rev12 odf ramoruso.pe ciflorldaextruders.com Impaet Resistant: No Created by Independent rare Party: No Quality Assurance Representative Kirby Gotten Fiberglass Door AJdrus/PhumyEl mil 2540 Jewell Lane 5675.53 053 W6-16 1AN-21353: 73, 75, Steel Pan (min. 25 ga.) Dguble-Car (92' to 16'2' wide) Sanford, FL 32771 Limits of Us. Installation Instructions (407) 323-3300 _ its of Uss Installation Instructino Limo Approved for use in HVHZ: No F1.5675 R2 H 101539-A-Rev10-Short odf ramorusa. pe@Ylorldoextruders.com Impact Resistant; Yes Created by Independent Third Party: No Category Wlndow5 Impact -resistant glazing are Impact-reshtant (large missile Created by Independent Third Party: No Subcategory Single Hung 054 W6-16 1AN-21353: 73, 75, Steel Pen (min. 25 ga.) Duuble-Car (9'2” to 16'2" wide) Compliance Melh.d Certification Mark or Listing Verified By: Lyndon F. Schmidt, P.E. 43409 Certification Agency Keystone Certifications, Inc. Approved fur nee in HVHZ: No FL5675 R2 ]I 1'3539-B-K.VIQ-Shortgdl Valldated By Impact Resistant: No Created by Independent Third Party: N9 Impact ResistanC Yes Referenced Standard and Year (of Standard) standard Year AAMA/WDMA/CSA 301/1.5.2/A440 2005 Equivalence of Product Standards Certlfled By If,. I affirm that there are no Changes in the new Florida Bullding Code which affect my products) and my products) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ca, Yes fit No is N/A r a Hvdol, Nunab ar ur Name Description Ilk a. Distinction Series Up to 3'U x 6'0 Opaque Single (X) lashing or Outswing .. n, , ia.mm..e.,..a.i�a111�61 OCGllv,a I cogir I Uw Peo,naUun I Hl LraPK: I S -U ... 4S Llu Ja i sc,1sF.'.1: 1 puUlCauvlr. I HozsWR I UCtssltullov I L"k, I 's.onlr Product Approval Impact Resistant: Yes Created by Independent Third Party: Yes Design Prosser.: N/A Evaluation R.ports UatR: G'WIK Vw additional use limitations, installation Instructions and Created by Independent Third Party: Yes product parllcuIars. LYlJliLAJL'21�ia1aPJAl &tYIAJIA 4L'v UitQMSb+hi95at'l J.VtiAPFk.I:+n Dct.A areas Inside the HVHZ) FL # FL9242-K1 Frame. Application 'type Affirmation Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Code Version 2007 Uth.r: See INST 6184.2 for Design Pressure Ratings, any FLO164 RI AE EVAL 6164 2 pdf Apploo6on Status Approved Drawing No. FL -6164.2 regarding Sidelite protection"") Comments C. Dlstlnctlon Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite areas inside the HVHZ) Archived GT Lite Screw Frame. Product Manufacturer Florida Extruders International, Inc. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Add, ess/Phone/Ernall 254U Jewett LAne Other: See INST 6184.3 for Design Pressure Ratings, any F1.6184 Rl AE EVAL Q10.4.1.1 additional use limitations, installation instructions and Created by Independent Third Party: Yes `'anfurd, FL 32711 Drawing No. FL -6184.3 regarding sidehte protection"") 6184.4 (401) 323-3300 Ext 334 areas Imslde the HVHZ) Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the jh oke(gflorldaeatruders.conl Snap Frame. Authurlced Signature Robert Anlofuso Approved for nue aotafde HVHZI Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes ranluruso.pu,tgllorldauxtruders.corn Other: See INST 6164.4 for Design Pressure Ratings, any FL6184 Ri AE EVAL 6,(84 4 odf Technical Representative Robert 1. Nnotusu Drawing No. FL -6104.4 regarding sldellty protection"") Addrts::/Phune/Enroll 2540 Jowett Lane areas Inside the HVHZ) Sill (OXO) The Sidelite Glazing Installed Ullllzing the Snaford, FL J21!2U Lip Lite Screw Frame. Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing (4U7) J2J-3300 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 K2 U 301348-B•Rev12 odf ramlurusu.po 0IIc,idaextruders.corn Impaet Resistant: No Created by Independent rare Party: No Quality AL.urerl Ll' Rep,.-I,tative Kirby Ostcen Fiberglass Door Add,e ]Phone/Ernall 2540 Jewett Lane 5675.53 053 W6-16 1AN-21353: 73, 75, Steel Pan (min. 25 ga.) Dguble-Car (92' to 16'2' wide) Sanford, FL 32771 Limits of Us. Installation Instructions (407)72'J-3'JUU _ its of Uss Installation Instructino Limo Approved for use in HVHZ: No F1.5675 R2 H 101539-A-Rev10-Short odf rannor uso. peel lorldaextruders.com Impact Resistant; Yes Created by Independent Third Party: No Category Windows Impact -resistant glazing are Impact-reshtant (large missile Created by Independent Third Party: No Subcategory Fixed 054 W6-16 1AN-21353: 73, 75, Steel Pen (min. 25 ga.) Duuble-Car (9'2” to 16'2" wide) Compliance Method CCrtIIp:otRn Mark or Listing Verified By: Lyndon F. Schmidt, P.E. 43409 Certification Agency Keystone Certificatlon5, Inc. Approved fur nee in HVHZ: No FL5675 R2 ]I 1'3539-B-K.VIQ-Shortgdl Validated By Impact Resistant: No Created by Independent Third Party: N9 Impact ResistanC Yes Referenced Standard and Year (of Standard) Standard year AAMA/wDMA/CSA 101/I S.2/A44U 2005 Equlvalence of Protl Standard, Certified By iF..I affirm that there are no changes In the new Florida Building Code which affect my products) and Uy pwduct(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (fYes c: No Q N/A Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D I Product Approval Method Method 1 Option D I Product Approval Method Method 1 Product Approval Method Method 1 Sections from the Code Option A Option A Date Submitted 10/03/2006 Date Validated 10/06/2006 Date Pending FBCApproval 10/19/2006 Date Approved 12/10/2008 Summary of Pit.ducee --" FL # Hvdol, Nunab ar ur Name Description 61U4.1 a. Distinction Series Up to 3'U x 6'0 Opaque Single (X) lashing or Outswing Compliance Method Fiberglass Door 1 Limit. of Use Installation Instructions Approved for use in HVHZ: No FL6184 R3 IT INST 6104.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Prosser.: N/A Evaluation R.ports Other: See INST 6184.1 for Design Pressure Ratings, any FL6184 Rl AE EVAL 6184.1.ndf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product parllcuIars. 6184,2b. Dlstlnclion Series Up to 3'U x WIT Opaque Flberglass Single Uoor with Sidelite areas Inside the HVHZ) (XO or OX) the Sidelite Glaring Installed Ullllzing the Soup "FlberClasslc" / "Smooth5tar' Inswing Insulated Opaque Fiberglass Doors with and Frame. Limits of Use Installation Instructions Approved for us. in HVHZ: No FL6184j1j I)_,INST 61 A4.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Re.istant; Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluotivn Reports Uth.r: See INST 6184.2 for Design Pressure Ratings, any FLO164 RI AE EVAL 6164 2 pdf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes Product particulars. (""See General Note 3 sheet 1 of Drawing No. FL -6164.2 regarding Sidelite protection"") 6184.7 C. Dlstlnctlon Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite areas inside the HVHZ) (Xu or OX) The Sidelite Glazing Installed Utilizing the Lip c. "FlberClasslc' / "Smooth Star' Outswing Insulated Opaque Fiberglass Doors with and Lite Screw Frame. Limits of Use Inatall.tiwa Ireuructions IN To Approved fat u.. in HVHZ: Na R 618M1 Rl II 6101-3.,d Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pr...uret N/A E..W.Ii.n R.partc Other: See INST 6184.3 for Design Pressure Ratings, any F1.6184 Rl AE EVAL Q10.4.1.1 additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (-'-"See General Note 3 sheet 1 of Drawing No. FL -6184.3 regarding sidehte protection"") 6184.4 d. Distinction Series Up to TO x 6'8 opaque Flberglass Single Door with areas Imslde the HVHZ) Sidelites (OXO) The Sidelite Glazing Installed Ullllzing the d. "FlberClasslc:' / "Smooth Star' Inswing Insulated Opaque Fiberglass Doors with and Snap Frame. Limits of Do. Inst.11.tion tr.tructlon. Approved for use In HVHZ: No EL6184 Rl II INST6184.,Qpd1 Approved for nue aotafde HVHZI Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Deign Pressure; N/A Evaluation R.perts Other: See INST 6164.4 for Design Pressure Ratings, any FL6184 Ri AE EVAL 6,(84 4 odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product P.dUculat5. (""Soe General Note 3 sheet 1 of Drawing No. FL -6104.4 regarding sldellty protection"") 6184.5e. DLtlnc[lon Series Up to TO x 6'8 Opaque Fiberglass Single Door with areas Inside the HVHZ) Sill (OXO) The Sidelite Glazing Installed Ullllzing the 6184.6 Lip Lite Screw Frame. Date Submitted 06/24/2008 Date Validated 07/12/2008 Date Pending FeC Approval 07/18/2008 Date Approved 09/15/2008 Summary of Products FL # Modal, Humber yr Ham. Deacriptivn tltl3d.1 a. TiberClassic" / "Smtooth5tar' outswing Insulated Opaque Fiberglass Doors with and Compliance Method without Sldelites - (X, XO or OX, OXO, XX and OXXO Impact Resistant; N/A configurations up to 6'8 In height) Limits of Use Installation Instructlons Approved for use in HVHZ: Yes f.I.@6.38 R.L 11 INST 8833.1 -pal Approved for use outside HVHZI Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8838.1 for Design Pressure Ratings, any FL883d R3 AE EQ E84.00•C4.pd1 additional use limitations, installation Instruction; and fJ�r 38 RI AF FVAL 8838.1.ndf product particulars. (Note - ASTM E3300-02 utilized for created by Independent Third Party: Yes areas Inside the HVHZ) 8838.2b. "FlberClasslc" / "Smooth5tar' Inswing Insulated Opaque Fiberglass Doors with and 12/31/2011 without Sidelites - (X, Xo or ox, OXO, XX and OXXO Impact Roslatontt Yes configurations up to 6'0 In height) Limits of Use Installation Instructions Approved for uw in HVHZ: Yes 11an 1111N INST 8838 2 oaf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8038.2 for Design Pressure Ratings, any FL8838 R1 AE EQ-E84-00-04.odf additional use limitations, Installation Insti uctlons and FLdBjtLRJ • EVALL BBId 2.Jldf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Parry: Yes areas inside the HVHZ) 8838.3 c. "FlberClasslc' / "Smooth Star' Outswing Insulated Opaque Fiberglass Doors with and -- Installation Instruction. without Sidelites - (X, XU or OX, OXO, XX and OXXO FL6184 RI AE -EVAL 61@•�o'.2d_f configuratlons up to 8'0 In height) Limit. of Use Installation Instructions Approved for use In HVHZ: Yes FI_@03n R1 II IN2.LUJ_6_3.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evalu,liura Reports Other: See INST 8838.3 for Deslgn Pressure Ratings, any FLlI RI AE EQ-E84-QO-04.pdf additional use limitations, Installation Instructions and FL0036 Rl AE EVAL5838.3.9d product particulars. (Note -ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Imslde the HVHZ) 8838.4 d. "FlberClasslc:' / "Smooth Star' Inswing Insulated Opaque Fiberglass Doors with and Productparticulars. (--See General Note 3 sheet 1 of without Sldelites - (X, XO or OX, OXO, XX and OXXO 84A, 94, 42, 48, 428, 488, 4RST, WINDCODEO W6 Garage Door with Optional impact - configurations up to 8'0 In height) Limits of Use Installation Instructions Approved for use in HVHZ: Yes E1 8B38 Rl II INST @83@ 4.Rd( Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54154 Impact Resistant: No Created by Independent Third Party: Yes Dssign Pressure; N/A Evaluation R.F v is Other: See INST 8838.4 for Design Pressure Ratings, any FL8838 Rl AE EO-E84-00-C4.Pdf additional use limitations, Installation Instructions and FL8838 R I AE EVAL 8838 4 "I product particulars. (Note "ASTM E1300-02 utilized for Created by Independent third Party: Yes areas Inside the HVHZ) ma a - Limits of Use Installation I"".9 Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Reglstered Architect or a Licensed Impact Resistant; N/A Approved for use In HVHZ: No FL6184 R1 II INST 104,5,nd( W, Evaluation Report - Hardcopy Received Florida Enghleer or Architect Name who developed Lyndon F. Schmidt, P.E. Ute Evoluatimt Report Created by Independent Third Party: No Approved for use..told. HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Quality Assurance Entity Q Y Y National Accreditation and Management Institute g Quality Assurance Contract Expiration Date 12/31/2011 Validated By Impact Roslatontt Yes Created by Independent Third Party: Yes IT, Validation Checklist - Hardcopy Received Certificate of Independence FL12441 RO COI CERTIFICATE OF INDEPENUFNCf-Q& Referenced Standard and Year (of Standard) Standard Year Design P......I N/A Evaluallon Repot is 9262.3 TAS 202 1994 9242.3Mlleston. 4RSF, 6KST, 6R5F, 2R5T, 48, 42, -- Installation Instruction. other. See INST 6184.5 for Design Pressure Ratings, any FL6184 RI AE -EVAL 61@•�o'.2d_f Approved fur use in HVHZ; No F 5079 R2 II 1g1593-ReyI"d1 Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: N/A Created by Independent Third Party: No Design Pr .... re: +30 PSF/-30 PSF Evaluation R'Ports Other: All OPTIONAL glazings avallable for this product FL5675 R2 AE CBPC 081027-Aygj additional use Ilmltatlons, Installation Instructlons and Created by Independent Third Party: Yes Frame & Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requlrerill for Wind-borne Debris Regions (WBDR) or (2) Opt. Frame & Glazing that DOES n f,WBOR. The 1 requirement a rvoT meet the Impact resistant re p q product w/o glazing ooEs comply with the Impact resistant Productparticulars. (--See General Note 3 sheet 1 of 5675.51 051 006-09 PAN -2F153: 73, 75, Steel Pan (rola. 25 ga.) Single -Car (up to 9'0' wide) 84A, 94, 42, 48, 428, 488, 4RST, WINDCODEO W6 Garage Door with Optional impact - Resistant Cites Limits of Use Installation Instructions Approved for use In HVHZ: No FL5675 R2 !! 1O134II-A-Revl2.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 4U495 Drawing No. FL -6184.5 regarding sldellte protection-) Design P .... um: +36 PSF/-42 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL5675 1 AF CbEC 081027-A odf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: fig Impact). 5675.52 052W6-09 PAN -2F153: 73, 75, Steel Pan (min. 25 ga.) Single -Cot (up to 9'0' wide) 6184.6 L Distinction Series Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing 4RST Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 K2 U 301348-B•Rev12 odf Approved for nee outside HVHZ: Yes Verlfled By: Mark LVrlerfield FL PE 48495 Impaet Resistant: No Created by Independent rare Party: No Design Prosoured +3U PSF/-42 PSF Evaluation Report. Other The glazing available for this product meets the FL5675 R2 AECBa�Q6Ig77-AUdr Fiberglass Door meet the Impact resistant requlr.ment for wlndborne debris regions. 5675.53 053 W6-16 1AN-21353: 73, 75, Steel Pan (min. 25 ga.) Dguble-Car (92' to 16'2' wide) Limits of Us. Installation Instructions GRST Resistant Cites _ its of Uss Installation Instructino Limo Approved for use in HVHZ: No F1.5675 R2 H 101539-A-Rev10-Short odf Approved fur u.. outside HVHZ, Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant; Yes Created by Independent Third Party: No Approved foruse in HVHZ: No j;J.2r 184 R1 lI INST6184 ,.odf Impact -resistant glazing are Impact-reshtant (large missile Created by Independent Third Party: No mpart). 5675.54 054 W6-16 1AN-21353: 73, 75, Steel Pen (min. 25 ga.) Duuble-Car (9'2” to 16'2" wide) .� Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 6RST Limits of Use I ,Ilatlon Instructlons Approved fur nee in HVHZ: No FL5675 R2 ]I 1'3539-B-K.VIQ-Shortgdl Approved fur u.e outside HVHZt Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: N9 Impact ResistanC Yes Created by Independent Third Party: Yes wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the Impact resistant requirement for wlndborne debris regions. Design Pressured N/A Evaluation Reports Other: Sea INST 61U4.6 for Design Pressure Ratings, any Fl 131 RI_ AE EVAL 6184 6 odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 13T,i -"= _„___..,_._ _ s , _ v A MIIF"1 6184.7 g. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sldelites (OXXO) The SIdefte Glazing Installed Utilizing the ” - •- i '��c�1�ii,u�i$'aQ�i'. Snap Frame. OCL'. H-I Logn I Isa, Ragatetlon I Hot Top Ks I Subm t 5—ralge 1 State &racte I rotacatbr. I FBC Staff I BCU site Map I Ibis: I sca,ctr I Limite of Use Installation Irishcictign, rill i�. Approved for use in HVHZ: No FL6184 RL.II INST 5184.7.Odf 1 Approved for use outside IVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third party: Yes O _ Product Approval USER: wut Usv Design Pressure: N/A Evaluation Reports 0 other: See INST 6194.7 for Design atm an Pressure Ratings, 9 g, Y F 6164 Rl AE VA 184.7.odf 6164 KI a•„��.'nc'u2sg!.tlsaulIBpdtct or nc41Kao4n c'a„ch.nc+,Icatl4,rsr, ApPhutw�r e.t.a additional uaa limitations, Installation Instructions and Created by Independent Third ?arty: Yes product particulars. (”"See General Note 3 sheet 1 of Drawing No. FL -6184.7 regarding Sidelite protection-"-") FL # FL12441 Application Type New 6184.8 m Ulstinctign Series Up to 8'U x 6'8 Opaque Fiberglass Double Door with Code Verslvn 2907 Sidelites (OXXO) The Sidelite Glazing Installed Utilizing the Application Status Approved _��__ up Ute screw Frame. _ Comments Limits of Use Installation Instructions Archived (m Approved fur use in HVHZ; No 11.6184 T II INS6184.8.A Approved for u.. outside HVHZ: Yes F.T Verlfled y: Lynda. Schmidt, P.E. 43409 B Impact Reei.tant: Yes created by Independent Third Party: Yes Product Manufacturer Therm. -Tru Corporation Design Pro—ma: N/A Evoluatlon Reports Add, e ,lPhene/Email 118 Industrial Drive 04 0 for Design Pressure Rating,, an Other: See INST 61 9 n , Y L6104 Rl I .6184 8 odf F EYdI Edgerton, OH 43517 addltlonal use Ilmltatlons, Installatiml instructimu and Created by LIJep.ndvnt ?rind Party: Yes (419) 298-1740 product Parll<ulat.. (-"See General Note 3 street I of s)asperson@tttechnobgles.us Draw,ng No. FL -6184.8 regarding sidelite Protection*-") Authorized Signature Vivian Wright ma n,,,( rickwLmnvbldgconsultants.com LCA P ,,ris.l,e'', -P.rrm ,u.tc.o.oner Alfons M'. eusstw cow crane coda ori-„m,.h SSSS SiumardCA WO d Technical Representative Address/Phgne/Ennail Quality Assurance Representative Address/ P l d o n e/ E rn a l l Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Reglstered Architect or a Licensed Impact Resistant; N/A Florida Professional Engineer Design Pressure: +3U PSF/-32 P5F W, Evaluation Report - Hardcopy Received Florida Enghleer or Architect Name who developed Lyndon F. Schmidt, P.E. Ute Evoluatimt Report Created by Independent Third Party: No Florida License PE -43409 Quality Assurance Entity Q Y Y National Accreditation and Management Institute g Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. NOT meet the Impact resistant requirement for WBDR. The IT, Validation Checklist - Hardcopy Received Certificate of Independence FL12441 RO COI CERTIFICATE OF INDEPENUFNCf-Q& Referenced Standard and Year (of Standard) Standard Year 5675.25 A 10111.5.2 1997 9262.3 TAS 202 1994 Equivalence of Product Standards Certlfed By Sectlgns from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2009 Date Validated 07/02/2009 Date Pending FBC Approval 07/09/2009 Date Approved 08/11/2009 5675.24 024 W5-09 PAN-ZF351: 04A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 73, 75, 1500, 190, 76, 76V, 4RST, WI ICCODE© W5 Garage Door 4RSF, 6RST, 6RSF, 2RST, 46, 42, Limit. of Use Installation Instructions Approved for use in HVHZ: No FL5675 R2 11 102110-Rev14.➢df Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant; N/A Created by Independent Third Party: No Design Pressure: +3U PSF/-32 P5F Evaluation Reports Other! All OPTIONAL glazings avallable for this product FL5675 R2 AE CBPC 08.11L �Z&pdf meet the wind load requirements of the FBC. Two types of Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexon Created by Independent Third Party: Yes Frame & Glazing that DOES meet the Large Mlsslle Impact Evaluation Reports & Cyclic Pressure requirements for Wind-borne Debris FL12141 RO AE EVAL 12441.1.ndf Regions (WBDR) or (2) Opt. Frame & Glazing that DOES Created by Inde endert Third Party: Yes NOT meet the Impact resistant requirement for WBDR. The Impact Resistants No product w/o glazing DOES comply with the Impact resistant b. "FlberClasslc", "Smooth5tar", requirement for WDUR (ref 1609.1.4 FBC). Single Hung Windows have not been evaluated for use in Created by Independent Third Party: 5675.25 A 025 W5.16 PAN -21353: 84A, 94, Steel Pall (mi.. 25 ga.) Double -Car (9'2' to 16'0' wide) 9262.3 73, 75, 1500, 190, 76, 76V, 4RST, WINDCODEca WS Garage Door 9242.3Mlleston. 4RSF, 6KST, 6R5F, 2R5T, 48, 42, -- Installation Instruction. 55, 46B, 426, 55S Limits of Use Installation Instruction, Approved fur use in HVHZ; No F 5079 R2 II 1g1593-ReyI"d1 Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: N/A Created by Independent Third Party: No Design Pr .... re: +30 PSF/-30 PSF Evaluation R'Ports Other: All OPTIONAL glazings avallable for this product FL5675 R2 AE CBPC 081027-Aygj meet the wind load requirements of the FBC. Two types of Created by Independent TNrd Party: fig Opt. glazing are available: (1) Opt. Injection Molded Lexan Frame & Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requlrerill for Wind-borne Debris Regions (WBDR) or (2) Opt. Frame & Glazing that DOES n f,WBOR. The 1 requirement a rvoT meet the Impact resistant re p q product w/o glazing ooEs comply with the Impact resistant requirement for WBDR (ref 1609.1.4 FBC). 5675.51 051 006-09 PAN -2F153: 73, 75, Steel Pan (rola. 25 ga.) Single -Car (up to 9'0' wide) 84A, 94, 42, 48, 428, 488, 4RST, WINDCODEO W6 Garage Door with Optional impact - Resistant Cites Limits of Use Installation Instructions Approved for use In HVHZ: No FL5675 R2 !! 1O134II-A-Revl2.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 4U495 Impact Resistant! Yes Created by Independent Third Party: Na Design P .... um: +36 PSF/-42 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL5675 1 AF CbEC 081027-A odf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: fig Impact). 5675.52 052W6-09 PAN -2F153: 73, 75, Steel Pan (min. 25 ga.) Single -Cot (up to 9'0' wide) Certlncetlun Mark or Listing 84A, 94, 42, 40, 426, 465, 4RST, WiNDCODEO W6 Garage Door Keystone Certifications, Inc. 4RST Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 K2 U 301348-B•Rev12 odf Approved for nee outside HVHZ: Yes Verlfled By: Mark LVrlerfield FL PE 48495 Impaet Resistant: No Created by Independent rare Party: No Design Prosoured +3U PSF/-42 PSF Evaluation Report. Other The glazing available for this product meets the FL5675 R2 AECBa�Q6Ig77-AUdr wind load requirements of the building code but DOES NOT Created by Independent Third Party: fig meet the Impact resistant requlr.ment for wlndborne debris regions. 5675.53 053 W6-16 1AN-21353: 73, 75, Steel Pan (min. 25 ga.) Dguble-Car (92' to 16'2' wide) 84A, 94, 42, 48, 42B, 408, 4RST, WINDCODEO W6 Garage Door with Optional Impact- N GRST Resistant Cites _ its of Uss Installation Instructino Limo Approved for use in HVHZ: No F1.5675 R2 H 101539-A-Rev10-Short odf Approved fur u.. outside HVHZ, Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant; Yes Created by Independent Third Party: No Design P ..... re: +37 PSF/-41 PSF Evaluation Reports Othen Solid doors (no glazing) or doors with optional LLL 5675 R2 AE CBPC 090630-A lPdf Impact -resistant glazing are Impact-reshtant (large missile Created by Independent Third Party: No mpart). 5675.54 054 W6-16 1AN-21353: 73, 75, Steel Pen (min. 25 ga.) Duuble-Car (9'2” to 16'2" wide) .� 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODEO W6 Garage Door 6RST Limits of Use I ,Ilatlon Instructlons Approved fur nee in HVHZ: No FL5675 R2 ]I 1'3539-B-K.VIQ-Shortgdl Approved fur u.e outside HVHZt Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: N9 Design Pressure: +37 PSF/-41 PSF Evaluation Reports Other: The la allable for this product meets the FL5675 R2 AE CB 0 06 glazing av p PC 9 3U -A odf wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the Impact resistant requirement for wlndborne debris regions. Product Approval Method Method 1 Option D Date Submitted 04/17/ZU09 Date Validated 071UBIZ009 Data Pending FBC Approval 07/15/2009 Date Approved 06/11/2009 Summary of Products FL # Model, Number or Nam. Description 12441.1 a. "FlberClasslc', "Smooth Star", TO x 6'8 Opaque Fiber glass Single Door with Transom "ClasslcCraft" or "ClasslcCraft (DIX) - Inswing or Outswing Rustic' Series Approved for use in HVHZ: No EL9262_R1 ( (:8C_279.123CAR.2di limits'! Ur _.----- w___________.-___ installation Instructions Approved fouse In HVHZ: N. FL12441 RO IT INST 12-i41.l.g�f Approved for use outside HVHZ: Yes Vella Ad By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other See INST 1Z441.1 for Ueslgn Pressure Ratings, FL12141 RO AE EVAL 12441.1.ndf any additional use limitations, Installation Instructions and Created by Inde endert Third Party: Yes product particulars. Impact Resistants No 12441.2 b. "FlberClasslc", "Smooth5tar", TO x 6'8 Opaque Fiberglass Single Door with Sldelltes and Single Hung Windows have not been evaluated for use in Created by Independent Third Party: "Classlccrat[" or "ClasslcCraft Transom (O/OXO) - Inswing or Outswing 9262.3 Rustic' Series 9242.3Mlleston. Limits of Us. -- Installation Instruction. Approved fur use in HVHZ: No FLIZ441 RO II INST 12441.2.odf Approval fur.ee outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Dasign Pressure; N/A Evaluation Reports Other: See INST 12441.2 for Design Pressure Ratings, FL32491_KO_ AE EVAL 12441.2. dfdf any addltlonal use limitations, Installation Instructlons and Created by Independent Third Party: Yes product potion lots. Limits of Use Certification Agency Certificate [--_-I lm.k "8 ndmmretmtun D.p.rt ,,t afC—eeoody Aft.h. Fau1OA.uerry sear r fors code. end sn.nda,m Date Submitted 05/09/2008 Dat. Validated 05/U9/200@ Dat. Pending FOC Approval Uat.Approved U lul:a000 FL #i I Model, Number or Name DescOptlun 9262.1 Mllestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window LCISH-,. I Lug +I I U:a t,g •l .L- I H,L rcpt.' I with HI -5111 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL9262_R1 ( (:8C_279.123CAR.2di Approved for use outside HVHZ: Yes Quality Assurance Contract Expir.thm Dote Impact Resistant. No Design Prosaarol +55/•55 Installation Instructions Other: 1) H-LC55 5304 (KCI CAR 279.123) 2) FL9262 Rl II SH FLEX,tQ100 Nonlnn pact InstalOwgs,ps( MILES[WIE Series 1000 Non•Innpact Resistant Aluminum Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Single Hung Windows have not been evaluated for use In Created by Independent Third Party: High Velocity Hurricane Zones (Broward and Dade Evaluation Reports Counties).Created by Independent Third Party: 9262.2 Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window Application Status with Std -Sill Limits of Us. Certification Agency Certificate Approved for use in HVHZ: NO EL2Z62_R1 C_CA(:_279=124CAR.Pdt Approved for nee outside HYFIZ: Yes Quality A........ Contract EApiralivn Dat. Impact Resistants No Design Pressure; +45/-45 Installation Ln.troctivn. Otho. 1) H-LC45 53x84 (KCl CAR 279-124) 2) fT,5 A4 -j3; 11 SH FLE)52O10U Slollbl!ito4t, InA,R1RY(W'pd1 MIL'cSTONE Svrlvs 1000 Non -Impact Resistant Aluminum Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Single Hung Windows have not been evaluated for use in Created by Independent Third Party: High Velocity Hurricane Zones (Froward and Dade Evaluation Report. counties) Created by Independent Third Party: 9262.3 Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact window 9242.3Mlleston. with Std-SIII or HI.5111 with IG Glazing ., _ --• •-----_._.�______ Certification Agency Certificate Limits of Use Approved for nae in HVHZ. No FL9Z6Z Rl C CAC Z79.125CAR.p_gf Approved for .ae.utslde HVHZr Yes Quality Assurance Contract Expiration Date Impact Resistants No Design Preuuree +45/•45 Installation Instroctiona Other. 1) H-LC45 53x04 (KCI CAR 279-125) 2) 11,:3 tij--Rl_(L Jd-FLFXZQ1QQ-1➢Ittmpict 11Iat411fJy(gg,➢LI( MILESTONE Series 1000 Non-bnpact Resistant Alunlinum Verified By: Robert J. Moreau, Y.E. FL PE No. 49752 Single Hung Windows have riot been evaluated for use In Created by Independent Third Party: High Velocity Hurricane Zones (Uroward and Dade Evaluation Report. Counties). Created by Independent Third Party: 9262.4 Mllestone Series 3000 SH Milestone Series 1000 SH Aluminum Non -Impact Window 9242.4Mllestone with Sid -Sill Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL9262 Rl r CAC 279zlVCAR. odf Approved for us..utside HVHZ: Yes Quality Assurance Contract Expiration Date Impact R..istant: No Design Pressure: +45/•45 Installation Instruction. Other, 1) H-LC45-" 5302 (KCI CAR 279-157) 2) 1`1.9262 R1 If SH FLEX20300 Nonhnpacttn<tallRwg�,M MILESTONE Series 1000 Non -Impact Resistant Aluminum Verified 8 : Robert J. Amgruso P.E. FL PE o 9 5 P Y N .4 7 2 Hun Single 't 9 g Windows have not been evaluated for use In Created by Independent Third Party: I i - A...-notfill mm ! 7ity��,�-,�...rr�ii��'Mwv ald,'Iau.9lIlli°<iv1[L.'�ra'+rLmuW.�a�iaa' awq LCISH-,. I Lug +I I U:a t,g •l .L- I H,L rcpt.' I S -U ... A Sucl.,N I stat, a Facl. I GLUK.Lolo I FVC stair I [309 sae Map I Gllu' I Search I "�' Product Approval Aluminum Non -Impact Windows uses. WUK V .r Approved for use in HVHZ: No FL9242_R1 C CAC 279.147CAR.odf R4d�t Piot Hlel ,ElOt•xt•.r PrU +`--41Sb+(yvk,c ,, lU:t.AWiral:,n Mai FL # FL6409-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Alwninwu Nutt-lulpact Windows Archived IH Product Manufacturer Florida Extruders International, Inc. Address/Phgne/Email Z540 Jewett Lane Milestone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Sanford, FL 32771 evaluated for use in High Velocity Hurricane Zones Evaluation Reports (407) 323-3300 Ext 334 9242.3Mlleston. jhoke@Rnridaextruders.com Authorized Signature ]ins Hoke Limits of Us. Certification Agency Certificate jhoke CTgorlda ixtruders.corn Technical Representative Jim Hoke Address/Phone/Ernall 2540 Jewett Lane Mllestone Series IUUO Rectangular & Shaped Designer Votifled By: Robert J. Amoroso, P.E. FL PE No. 49752 Sanford, FL 32771 evaluated for esu' I In High 1 V.lodty Hurricane Zones Evaluation Reports (407)323-3300 Ext 334 9242.4Mllestone jhgke@hgridaextruders.com Quality Assurance Representative Bob Jones Address/Phone/Email 2540 Jewett Lane Approved fur u.e outside HVHZ, Yes Quality Assurance Contract Expiratfan Date Sanford, FL'32771 Design Pr .... r.- +70/-70 - 70 Inst llaU.n Instructions (4U/) 323-3300 Ext 334 Mllestone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amorusg, P.E. FL PE No. 49752 bjones@Ilurldaextruders..m Category Exterlor Doors Subcategory Sliding Exterior Door Aswinblles Compliance Method Certlncetlun Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE 11 K. Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/l.5.Z/A440 2005 ANSI/AAMA/NWWOA 101/I.S. 2 1997 Equlva lence of product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/19/2UUd Date Valldated 05/19/2006 Date Pending FBC Approval Date Approved 05/22/2008 Sununaiy off Products Go to Page I 7� 0 O Page 1/ 2 6 0 FL Al Model, Number or Noma Description 9242.1 1 Milestonu Series 1000 Fixed Mlleslurle Series 1000 Rectangular & Shaped Designer Fixed Limitsu(U Aluminum Non -Impact Windows Limit. of Use Certification Agency Certificate Approved for use in HVHZ: No FL9242_R1 C CAC 279.147CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dat, Impact R.sisti nt: No Design Pressure{ d 70/-70 Installation Instructions Other. 1) FVV-HC70 73X73 (KCI CAR 279.147) 2) fL@242_Rl_II_F_ELEX201QU_NonLpp4Ct_F lnstallDWgs,➢Q( Milestone Series 1000 Rectangular at Shaped Designer Verified By: Robert I. Amoroso, P.E. FL PE No. 49752 Fixed Aluminum Non -Impact Windows have not been Created by Independent Third Party: evaluated for use In High Velocity Hurricane Zones Evaluation Report. (Broward and Dade Counties). Created by Independent Third Party: 9242.2Mllestone Series 1000 Fixed Milestone Series 1000 Rectangular & Shaped Designer Fixed 70> Alwninwu Nutt-lulpact Windows Limits of Us. Certification Agency Certiflcato Approved for too In IIVIIZ: No IL224j—K) ;AG 7,7.'j _i5 i91B.pdf ld. VHYes Quality Assuranc. Contract Expiration Dat. Approved for use outaHZ: Impact Resistant: No Deolgn Pressur., +45/-45 Installation Instructions Other- 1) FW-HC45" 73x37 (KCl CAR 279.150) 2) FL9242 Rl_ LF F4EX201Q0_Nunlglp4ct_F hlstdIIDwgs.udf Milestone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Fixed Aluminum Nun-bnpact 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 independent third Party: 9242.3Mlleston. Sort" 1000 Fixed Milestone Series 1000 Rectangulor & Slurped Designer Fixed Glass Door Aluminum Non -Impact Windows Limits of Us. Certification Agency Certificate A roved for uw in HVHZ: No C+ 7 PP PCy2•i2 Rl CCA_ ,.79.19_CAR. pall Approved for use outside HVHZ: Yes Qmlity Auurance Contract Explratlon Date Impact Heai,unt: No Design Pra.suro: +35/-35 Irastall.tion Instructions Other. 1) FW-HC75"73x37 (KCI CAR 279.192) 2) It g242 RI F II FI FX7QI41ZNRnIIDpaSt-F_ID-kLiLDm0Epdf Mllestone Series IUUO Rectangular & Shaped Designer Votifled By: Robert J. Amoroso, P.E. FL PE No. 49752 Fixed Aluminum Nun-InIP4ct Windows have not been Created by Independent third Party: evaluated for esu' I In High 1 V.lodty Hurricane Zones Evaluation Reports (Broward and Dade Countles). Created by Independent Third Potty: 9242.4Mllestone Series 1000 Fixed Milestone Series 1000 Rectangular ek Shaped Designer Fixed V)&rye Alunlinum Nun-bnP.ct Windows Limit. of Use Certification Agency C.rtificate Approved for use in HVHZ: No FL9242 Rl C CAC 279.151CAR od/ Approved fur u.e outside HVHZ, Yes Quality Assurance Contract Expiratfan Date Impact Resistant: No Design Pr .... r.- +70/-70 - 70 Inst llaU.n Instructions Other. 1 F - W HC70" 73x37KCI CAR 279-151 ( ) 2) FL9242_Rl_II_F_FLEX20100 Nonlmp:+ct F Tnst"ll OwnS.Jgjj Mllestone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amorusg, P.E. FL PE No. 49752 Date Submitted 07/08/2009 Date Validated 07/OU/2009 Date Pending FBC Approval 07/14/2009 Date Approved 08/11/2009 Summary of Product. FL #A Model, Numbs or Name Description �^ 8409.1 1 Mllestone Series 1000 Sliding Milestone Series 1000 Sliding Glass Aluminum Non-ImpAd Glass Door Doors Std -5111 and HI -Sill Limitsu(U CertificatiCertificatency Certificate Approved foee r ace ,n HVHZ: No FL8409 R2 C CAC 279-424CAR.udF Approved for us. outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant, No 11/29/2010 Design P ...... or +40/-40 Installation Instructlons Other: SGD-C40 190.96 XXXX (KCI CAR 279-424) If U409 R2 II Sed -1000 Nanimga,(_F1.FX2g,LI0-1I-J2.Pdf Verlfled By: Robert 1. Arnuruso, PE FL PE No. 49752 70> Created by Independent Third Party: Yes � Evaluation Reports FL8409 R2 AE Product Fvalga(t➢ItgQ{}tit No. 1455 FEI O 1117409 RU wPE pdf 3� Created by Independent Third Party: Yes 8409. T e 5ewes 1000 Sliding Milestone Series 1000 Sliding Glass Aluminum Non -impact ,0 V J Glass Door Doors Std -Sill and Hi -Sill Limits of Usa Certification Agency Certificate Approved for use in HVHZ: No EL3409 R2 C CAC 279-425CAR odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 02/07/2011 Design P-a.ur.: +45/-45 Iretallation Instructions Oche: SGD-C45 14306 XXO (KCI CAR 279-425) F0499 R2 It Sarl9519Q0 NonlmVAct FLEX2411U-11-12 pd1 V)&rye Verified By: Robert J. Amoroso, PE FL PE No. 49152 Created by Independent Third Party: Yes Evaluation Reports V / FL8409 R2 AE Product Evaluatlon Report No:_1455 FEI 70U ELQA9'$_-((q wPE p Created by Independent Third Party: Yes rl.a oast cr- A Muaituu Department ofCwnmaawy AMY. R.xMe arJHM, Cada r.J,e a O 0 Oil N cc U = I 0 `aWr i Cd M 70> S- � CD0.) S. O + --a 3� " L ,0 V J �Q O t Q = \ —0 0— - • J U / 4-,`11 V)&rye (�r)CD V / 70U O = O Q_ = a = O U./ O 11 — M O 't—t M in O Ca �-'--t N Zt \V O M .� rM V / 4 Z Z UJ J V) SHEET N0. PA 1.1 0 Oil cc U ■ I 0 `aWr i < M (a) S- ■ CD0.) -00 3� " (.) ,0 V J cn Ld Q z Q _J n SHEET N0. PA 1.1 R61J.y Equivalence of Product Standards Certified By Sections from the Code 2UU4 (SII afflnn that there are no changes In the new Florida Building Code which affect my prudud(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (3 Yes ONO M N/A Product Approval Method Method 1 Option D Date Submitted a- s6s arc:;: W9 05/20/2008 Date Pending FBC Approval ti5re apt - �.•_..a. •. ttT>ii rt .r�y�acii; a�ra,Aar .JGa ■ Ears UCtjllama WW D, User Reghtml ,, 1 tat%pks Submit Surtioive I Ltots AFeta i rtblcntiom FUC staff i DCIS Sre MOP! Un:.a i search i Product Approval F13136_[t3_ILMu111Rll_IDSt+II FL313ti 6-06 pdI V5m: Pbhc User Page 1 / 2 !'1'Zu' r_t`P139 M-+1 h12W > V 14�15C IC411tn.S.Yl`a Se >PCLt1+3 > Applialion atlas FL It FL3136-R3 Application Type Affirmation Code Version 2007 Application Status Approved Comments installation Insturctiona Archived' F1_313G_RJ_I[ Mullion Install FL3136 6-06 Fur Product Manufacturer Florida Extruders International, Inc. Add ress/Phone/Email 2540 Jewett Lano Design Pressure: N/A Sanrord, FL 32771 Other: 1) See Installation Instructions/Design Pressure (407)323-3300 Ext 334 Drawings for DP. 2) See Mullion Product Evaluation Report jhoke@floridaextruders.cam Authorized Signature Robert Arrwruso 3136.3 No. FE5702, Flange rube Mullion ramoru so.pe@floridaextruders.mm Technical Representative Robert J. Amoruso Address/Phvne/Ercall 2540 Jewett Lane Approvad fur ......tsid. HVHZ: Yes Snaford, FL 32920 lay -t Rrsfatant: No (407)323-3300 Design Prossure: N/A ramoruso.pe a vfivrldaextruders.com Quality Assurance Representative Lori Phillips Address/Phone/Email Florida Extruders Int'I, Inc. for complete list of Limitations and Conditions of Use. 2540 Jewett Lane 3136.4 Sanford, FL 32771 1" x 2.7/16" x J/U" (front/back) x 1/8" (side) (407) 323-3300 Impact Resistant: No Iphll@tlorldaextruders.com Category Window; Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Impact Resistant: No Licensed Florida Professional Englneer Design Prossure: NIA fµ Evaluation Report - hardcopy Received Florida Engineer or Architect Name who Wayne A. Block, Ph.D., P.E. developed the Evaluallon Report FL3136 R3 AE KCI QALlcen %pdf Florida Llcelse PE -52583 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date Installation Instructions Validated By L.F. Schmidt, P.E. Approved for use outside HVHZ: Yes IS.. Vallddtlon Checklist - Hardcopy Received Certificate oflndependence FL3136 ft3 COI CoN MRIliQmiudf Referenced Standard and Year (of Standard) 5mndard Year Evaluation Reports 17145.5 2004 E43_136 R3 AE FEII002-Rav_2 �5-IL-j°Jy,ll.(gD:,gdf ASTM E1866 2002 FL3136 .R3_AE KCI QALicensee.indf ASTM E1996 2OU2 Created by Independent Third Party: ASTM E330 2002 R61J.y Equivalence of Product Standards Certified By Sections from the Code 2UU4 (SII afflnn that there are no changes In the new Florida Building Code which affect my prudud(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (3 Yes ONO M N/A Product Approval Method Method 1 Option D Date Submitted 05/20/2008 Date Validated 05/20/2008 Date Pending FBC Approval 1" x 2" x 1/8" Data Approved 06/U5/200d summary of Products F13136_[t3_ILMu111Rll_IDSt+II FL313ti 6-06 pdI co to Page Page 1 / 2 FL x Model, Number or Namo D.acription 3136.1 No. FE5700, Flange Tube Mullion 1" x 2" x 1/8" Limits of Use Installation Instructions Approved for uta In HVHZ, No F13136_[t3_ILMu111Rll_IDSt+II FL313ti 6-06 pdI Approved for uaa outoido HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 525U3 Impuct Roslotant: No Created by Independent Third Party: Design Pr ...... i N/A Evaluation Reports Otheri 1) See Installation InsLfudions/Design Pressure Urawings for DP. 2) See Mullion Product Evaluation Kepoit FLJ136R3 AE FEIpJ02-Rav2•ER Mullluns. rdf FI..3 fV3_„- jRlj-�{,-)_AE KCI QALIcensee.ptJj for complete Inst of Limitations and Conditions of Vse. Created by Independent Third Party: 3178,2I No. FE5701, Flange Tube Mullion 1" x 2" x 3/8" (front/back) x 1/8" (side) Limits of Uoe installation Insturctiona Approved for use in HVHZ: No F1_313G_RJ_I[ Mullion Install FL3136 6-06 Fur Approved for use outside HVHZ, Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEII002-Rev2-ER Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3-AE_KCI_QALlceiiseg.pdf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: 3136.3 No. FE5702, Flange rube Mullion 1" x 2.7/16" x 1/0" Unita of Usa Installation Instructions Approved for use in HVHZ: No FL3116_R3_II MUllivn_l1l'+tall_FL31:L�rz.-.9.AiLf Approvad fur ......tsid. HVHZ: Yes Verified By: Wayn. A. Block, P.E. PE - 52503 lay -t Rrsfatant: No Created by Independent Third Party: Design Prossure: N/A Evaluation Reports Other: 1) See Installation Instrudion5/Design Pressure FL3136 R3 AE FE[I002-Rev_2-EH Muplpng,llgf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 R3_AE_KCl QALicensce.I+�f for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.4 No. FE5703, Flange Tube Mullion 1" x 2.7/16" x J/U" (front/back) x 1/8" (side) Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Limits of Use Installation Instructions Approved for use In HVHZ: No FL'J_1J(LR3 ]I Mullion Install_FL3136_6.O6,pdf Approved for not outside IIVIIZ: Yes Verified By: Wayne A. Block, P.E. PE . 52583 Impact Resistant: No Created by Independent Third Party: Design Prossure: NIA Evaluation Repots Other: 1) See instdliutivn Instructions/Design Pressure FL3136_ft3_AE_FEIIQQZ_8ev2•ER M0111ons pdf Drawings for OP. 2) Sea Mullion Product Evaluation Report FL3136 R3 AE KCI QALlcen %pdf for complata Inst of Limitations and Conditions of Use. Created by Independent Third Party: No. M15336.5 Fage Tube Mullion' 1" x 4" x 1/B" Limits of Uso Installation Instructions Approved for use in HVHZ: No FL'3_13G K3 lI Mulliop_Ins[all FL3136 6-06_pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure E43_136 R3 AE FEII002-Rav_2 �5-IL-j°Jy,ll.(gD:,gdf Drawings for OP. 2) See Mullion Product Evaluation Report FL3136 .R3_AE KCI QALicensee.indf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.6 No. FE5705, Flange Tube Mullion 1" x 4" x 3/8" (front/back) x 1/8" (side) - Limits of Uva Installation Instructions Approved for use In HVHZi No FL3136 R3 II Mullion Install FL3136 6-06 pd Approved for use 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 Othor: 1) See Installation Instructivns/Design Pressure FL3136 R3 AE FEI1002-Rev2-ER_Mu111enls,pdP Drawings for OP. 2) See Mullion Product Evaluation Report EtLU4Q,..K$-6E_KCl OALicense_ed,df for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: 3136.7 No. FE5706, External clip External clip for Is tube mullion Limits of Use Installation Instructions Approved for us. In HVHZ, No FL3136 R3 1I Mullion In_tall_FL3136_G-06.pdf Approved for use outside HVHZ: Yes 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 FL3136 R3 AE FEII002-Rev2-ER Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3 X36 R3 AE KCI QALicensee.pdf for complete list of Limitations and Conditions or use. Created by Independent Third Party: 3136.8 No. FE5707, Internal clip Internal clip for Ix tube mullion Limps of Ua Installation Instructions Approved for use in HVHZ: No FL3136. R3 II Mullion Install FL3136 6-06.pdf Approvod for uw ..laid. HVHZ: Yes Verified By: Wayne A. Block, P.E. PE • 52583 Impact Resistant: '(as Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other; 1) see Installation Instrudion5/Ue5ign Pressure FL3136 R3 AE FEI3002-RevZ-ER Mulllon_5.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QALlcensee.pdf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: 3136.9 v No. FE5708, External dip External clip for Zx tube mullion Limits of Us. Installation Instructions Approved for use in HVHZ: No FL9136 R3 II_Mullivn install FL31366-06.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE . 52583 Impact Resistant: Yes Created by Independent Third Party: Design Prenii.mi N/A Evaluation Reports Other) 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEIIOOZ•Rey2-ER Mullions pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136R3AE KCI OALlcensee.pdf for complete Inst of Limitations and Conditions of use. Created by Independent Third Party: 3136.10 No. FE5709, Fin Tube Mullion 1" x 2" x 1/8" Limits of Uso Installation Instructions Approval for use in HVHZ: No FL3136 RS II Mullion_78;I7.11.1.13_690.J2tlf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Roeiotant: No Created by Independent Third Party: Design Proseur.: N/A Evaluation Reports Othsrt 1) See Installation Instructions/Design Pressure EL3A3ti_R3._fT�EEII4Q2_&flYZ-MJd11.Lon�,pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 P.3 AE KCI QALlcensea.pdf for COrnPlete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.11 No. FE5730, Fin Tube Mullion 1" x 2" x 3/8" (front/back) x 1/8" (side) Limits of Ua Installation Instructions use i n A roved for u 1 HVHZ: No PP FL3136 R3 ]I Mullion _ _ _ _ _ stall FL3136_6-06. df Ie _ _ ._P.. Approved for use outside HVHZ: Yes Verified 8y: Wayne A. Block, P.E. PE 52583 Impact Resistant; fjo Greeted by Independent Third Party. Design Pressure: N/A Evaluation Rep to Other: 1) See In stallslion Instructions/Design Pressure FL31-16R3 FEIIOOZ-kev2-ER_Mullio is pdf Drawings for DP. 2) See Mullion Product Evaluation Report EL313�[ ��_K13bR3�AE CLQALIcenSeeALI4el5SS,pllf for complete Inst of Limitations and Conditions of Use, Created by Independent Third Party: 3136.12 No. FE 5711, Fln Tube Mullion 1" x 2.7/16" x 1/8" Limits of Use Installation Instl Approved for use inVHZ: HNo iViwts 1`013CR3_136 II Mullion Install FL3136 6-06_pdf Approved for use outside HVHZ: Yes Verified By: Wayne A Block, P.E. PE 52563 Impnct Resistant: No Created by Independent Third Party: Design Freaouro: N/A Evaluation Reports other: 1) see htstallutlon In Stru CtlonS/Design Pressure FL313f+��HE FEtt_002-Rgv_2:,EILf.9gJJlgn�ydf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 FlE_KCI_QALicensee.udf for completu list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.13 No, FE5712, Fin Tube Mullion 1" x 2-7/16" x 3/8" (front/back) X-1/8" (side) Limits of use Installation Instructions Approved for use in HVHZ: No FL3136 R3 lI Million Install FL3136_(j_Q¢,pdt Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE -52583 Impact Resistant: No Created by independent Third Party: Design Pressure: N/A Evaluation R.perts Other: 1) See Installation Instructivns/Design Pressure EL3136 R3 AE FEIIOQZr$ev2-ER Mullions pdf Drawings for DP. 2) See Mullion Product EValuati011 Report EL3136 R_3 AE KCI QA},[c405gV.pill for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: 3136.14 No. FE5713, Fln Tube Mullion 1" x 4" x 1/8" Limits of Use Installation Instructions Approved for use in HVHZ: No EL3136 R3 II Mulllon_6.06 pdf Install_F43136 Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Prossure: N/A Evaluation Reports 0thor: 1) See Installation Instructivns/Design Pressure FL3136 R3 AE FE11002-Rev2-ER Muilions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report F43136 R3 AE KCI QALicensee,pef for complete Inst of Llmitatlons and Conditions of Use. -TIO-.=115714, Created by Independent Third Party: 3136.15 Fin Tube Mullion 1" X 4" x 3/8" Limits of Uso Installation Instructions Approved for use In HVHZ: No FL3136 R3 II Mullion Install FL3136 6-O6.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136_R3_AE FEII002=Rev2-E@,_ ILi .pdf Drawings for DP. 2) See Mullion Product Evaluation Report _AE KCl ALlcensee.pdf FL'31J6_R3t3 for complete Inst of limitations and Conditions of Use. Created by Independent Third Party: 3136.16 No. FE5715, Flange sill/fin clip Flange sill/fin clip for 1" x 2" mullion Limits of Use Installation Instructions Appluved for use in HVHZ: No FL313(5_R3_1I_Mulllon_Install FL3136 6-06,pdf ve Approd for uta outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52503 Impact Resistant: Nv Created by Independent Third Party: Design Prsaure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEI1002-Rev2-ER MUIllons.pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 R3_AE KCI QALlcensee.pdf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: 3136.17 No. FE5716, Flange sill/fin clip Flange 5111/nn clip for 1" x 2 7/16" mullion Limit. of Ua Installation Instructions Approved for uaa in HVHZ: No FL3135_R3 II Mullion Install FL31;3,0_Cz:-Q¢,pdf Approved for uaa outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Dolan 1) See Installation Instructions/Design Pressure FJ.313�R3 Af:_EEIIQQZ=6QY2-�.R_M_ulllons,pQj Drawings for DP. 2) See Mullion Product Evaluation Report Fj,313.6_R3_AL_KCI Q LLWnsee,pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.18 NO. FE5717, Flange Tube Mullion 2" x 4"x 3/8" (front/hack) x 1/8" (side) ' ff" Roofing �,y Subcategory UCIs l arca d Ing Ll ( User eeuiluat wW d Ilat to pks ( Submt 5trciarge I Stats&Facts ( Pubici Was d FUC5tad ( ocis'iite Map ; WJcs ( Scorch d Product Approval k ` MER: pude Ir r Evaluation Report from a Florida Registered Architect or a Licensed V dY t - :aIM�nU- +-�dir[nr a�rl[>tan a"Cn>Alyll"k,-1 t. >Appl-11-Oetat FL # FL5444-R2 Application Type RHVI51on Code Ver $1011 2007 Application Status Approved Comments 2007 Archived P 11 Product Manufacturer CertalnTeed Corporation -Roofing Add ress/Phone/ErnalI PO Box 1100 Quality Assurance Contract Expiration Date 1400 Union Meeting Rd Address/Phone/Email Blue Bell, PA 19422 John W. Knezevich, PE (215) 274-2350 Williston, VT 05495 rl cha rd. a.sn yder@saint-gobaln.com Authorized Signature Richard Snyder FL5444 R2 COI Trinity FNQ_Certlficalton of Independence.pdf richard. a.snyder@saint-soWin.own Technical Representative R. Allan Snyder Address/Phvne/Email PO Box 1100 ASTM D3161, Class F 1400 Union Meeting Road 255 Summerlea Road Blue Bell, PA 19422 2004 Allan.R.Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing �,y Subcategory Asphalt Shingles �atL%Ahs+MJli�r��.iillakit�Rl4KaY ":�auarYL.sxtli.+�i aA Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed s Product Approval Florida Professional Engineer USER: Publt User Verified By: ICC Evaluation Service, Inc. F Evaluation Report - Hardcopy Received FL # Florida Engineer or Architect Name who developed Robert Nieminen Application Type PP the Evaluation Report Code Version 2007 Florida License PE -59166 Comments Quality Assurance Entity Underwriters Laboratories Inc. F., Quality Assurance Contract Expiration Date 10/01/2010 Address/Phone/Email Validated By John W. Knezevich, PE Cuyahoga Falls, OH 44223 Williston, VT 05495 1 Validation Checklist - Hardcopy Received (905)793-9462 Ext 235 Certificate of Independence FL5444 R2 COI Trinity FNQ_Certlficalton of Independence.pdf Nick Thompson Referenced Standard and Year (of Standard) Standard Year Nick Thompson ASTM D3161, Class F 2003 255 Summerlea Road A5TM D3462 2004 ulhonipson @a Islde.com A5TM D1158, 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 Date Validated 08/13/2009 Date Pending FUC Approval 08/31/2009 Date Approved 10/13/2009 FL # Model, Number or Name 5444.1 CertalnTeed Asphalt Roofing Shingles Limits of Usa Approved for use in HVHZ: No Approved for us. ..told. HVHZ: Yes Impact Resistant N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Description 3 -tab, laminated, architectural and 4 -tab asphalt root shingles Installation Instructions FL5444_R2_11 ero72709FINAL Asphalt Shinc)_le FL5444- R2.ndf Verified By: Robert Nleminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R2 AE er077709 FINAL Asphalt Shlnula FL5444- BLPslf Created by Independent Third Party: Yes 0 noxa ern ncmnetratan o•parrrn•rs al Cammunay A/hlra rFarPM s -d l Coda Aran• Codrs.rd O'k A'a 7s:s sn;maar naAm,n-rd Equivalence of Product Standards Ceftined By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 ___- 12103.5 Coventry__"_----_ Vinyl Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12li RO II Coventrv.pdF Approved for use outside HVHZ: Yes Verified By: Architectural resting, Inc Impact Rmistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In FL121y3 aQ_6E Coventry udf HVHZ. Allowable Design Load for all connguratlons (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +/- 86.5 psi with nails. N, w �,y 12199.1 . �atL%Ahs+MJli�r��.iillakit�Rl4KaY ":�auarYL.sxtli.+�i aA ACMHnmr ( tae LW Use R .j.s cath C Hnt Tapes j »bina 5. harja i Stats A Faris d PuGlcatlms d F1H: Stand F li iiia MapUnkS d Iatnrih i s Product Approval FL12111 RO 11 Kaycon InstandtlgfLpdf USER: Publt User Verified By: ICC Evaluation Service, Inc. F.rcd,tAprro > rtod"ctor Appij;s,eu.:7 -A' P,no La[> Appllollw UQW1l FL # F1.12103 Application Type PP New Code Version 2007 Application Status Approved Comments comments Archived F., Product Manufacturer Alside Address/Phone/Email 3773 State Road 402 Boyer Clyde Cuyahoga Falls, OH 44223 Williston, VT 05495 (330) 922.2389 (905)793-9462 Ext 235 nthompson@alside.com Authorized Signature Nick Thompson lovanovlc Alex nt1iompsonQal5lde.cvm Technical Representative Nick Thompson Address/Phone/Emall 3773 State Road 255 Summerlea Road Cuyahoga Fails, OH 44223 Brampton, NON -US 05476 ulhonipson @a Islde.com Quality Assurance Representative jack Mowery Address/Phone/Email 3773 State Road Alex Jovanovic Cuyahoga Falls, OH 44223 255 Summerlea Road (419) 853-4656 Brampton, NON -US 12345 jmowery@alside.mrn Category Panel Walls Subcategory siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Soffits Florida Professional Engineer Evaluation Report from a Product Evaluation Entity IF: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Architectural Testing, Inc. Florida License PE -19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Referenced Standard and Year (of Standard) 7, Validation Checklist - Hardcopy Recel ved Certlficata of Independence ):! 12103 RO CO] cart of lndeoendence.pdf Referenced Standard and Year (of Standard) Standard Year pooling Accessories that are an Integral Part of the Roofing System ASTM D 3679 2005 Equivalence of Product Standards Ceftined By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 ___- 12103.5 Coventry__"_----_ Vinyl Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12li RO II Coventrv.pdF Approved for use outside HVHZ: Yes Verified By: Architectural resting, Inc Impact Rmistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In FL121y3 aQ_6E Coventry udf HVHZ. Allowable Design Load for all connguratlons (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +/- 86.5 psi with nails. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26,/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL Al Model, Numher r r Name 4a} x a N4 12199.1 Center Vented 12"/Solid 12" r I[ltl¢an.flarr4avr K15 Home ( Lu -j ( Motor Rneixtl thn d Hnt Topics' 5ubmN 5.1anln I Stats a F.- d vokatora d FLCStaa ( rx:IS�tn Map links d !'rnidl .' Product Approval FL12111 RO 11 Kaycon InstandtlgfLpdf USER: Pubic Uvar Verified By: ICC Evaluation Service, Inc. DiadU't Ayaroval:acnU>Fmdu=tcl'AOG Iaclon Saslrn>[txlcnlbn La[>Applk t1onpetal FL # FL12199 Application Type New Code Version 2007 Application Status Approved comments Comments Archived Created by Independent Third Party: Product Manufacturer KAYCAN LTD Address/Phvne/Email 402 Boyer Clyde Florida Metal Products Inc. Williston, VT 05495 Address/Phone/Ercall (905)793-9462 Ext 235 Impact Resistant: N/A alex.jovanovicOkpproduds.com Authorized Signature lovanovlc Alex Other: alex.jovanovic�6kpproduds.coriI Technical Representative Alex lovanovlc Address/Phone/Email 255 Summerlea Road Authorized Signature Brampton, NON -US 05476 J h kelsey'@semeta Is.COm (905)793-9462 Ext 235 cls r k V flamco.corn alex.jovanovic@kpprodu« s.conl Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road p o box 6310 Brampton, NON -US 12345 gpshotsberyer(Jlsernetels.cam (416)553-6818 Roofing alex.jovanovlc@kpproducts.com Category Panel Walls Subcategory Soffits 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 p IZ Validation Checklist - Hardcopy Received Certificate of Independence FL12199 RO Col ICC r•ertjiratq of Indopen&i v.W Referenced Standard and Year (of Standard) standard veer Category ASTM D3679 2UU5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26,/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL Al Model, Numher r r Name Description 12199.1 Center Vented 12"/Solid 12" Triple 4" Partlully Perfurated Vinyl Soffit Limits of sae Installation Instructions Approved for... In HVHZ: No FL12111 RO 11 Kaycon InstandtlgfLpdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Report. Other: Must be installed as per the manufacturers FL12199 RO AE ESR-14951an Q1asif t rt xyl Y JL. um" ,� fMEN r 1 1 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2006 Date Validated r Suhma nf.IS Hnm< I Inp In d User fteprs[ratlon � tint nrrx I S rch+r r Stats 6 Facts puGYcwtgns FBC SteIT BCI& >I[e Mn UnkS Rn ell i 9 , ( E d P � E ` r 4 Product Approval USER: Public USer Date Approved 09/15/2608 FtgdatApuc2Y]f1! eS! : Nn),- .14,11,atlo 15a3 -[It > B;piLitl2n_I 1. , APPlk itlal Ultall Approved for uaa outside HVHZ: Yes FL # FL2075-R3 01/31/2009 Application Type Ravislon Other: Code Version 2007 Verified by: Miami -Dade BCCA - CER Application Status Approved IB! Comments Southeastern Metals Mfg. Co. Created by Independent Third Party: Archived VENTRVIO v ---------- -_Approved Limits of Use Product Manufacturer Florida Metal Products Inc. FL2075 R3 C CAC 07110506 RV10 MIAMI DADE.pdf Address/Phone/Ercall 6940 Stuart Ave Impact Resistant: N/A 03/13/2013 Jacksonville, FL 32254 Installation Instructions Other: (904) 703-8400 11801 Industry Dr. Verified By: Mlaml-Dade BCCO - CER darkCyyflamco.corn Created by Independent Third Party: Authorized Signature clark Jones J h kelsey'@semeta Is.COm Created by Independent Third Party: cls r k V flamco.corn Address/Phone/Email Todudcal Repieseutativu clack Jones Jacksonville, FL33210 Address/Phdne/Email p o box 6310 O gpshotsberyer(Jlsernetels.cam j acksonville, FL32236 Roofing Subcategory (904) 783-8400 Compliance Method Evaluation Report from a Product Evaluation Entity dark@flalnco.com Mlarnl-Dade BCCO - EVL Quality Assurance Representative dark Jones Quality Assurance Contract Expliatlon Date Address/Phone/Email p o box 6310 Mliml-Dade BCCO - VAL _ � Jacksonville, FL32236 p (904) 7UJ-11400 O darkrJ l imco.com Category Rvvling Subcategory pooling Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or lusting Certification Agency Miami -Dade BCCD - CER Validated By Miarnl-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2006 Date Validated 06/30/2008 Date Pending FBC Approval 07/08/2008 Date Approved 09/15/2608 5urtgnary of Products - FL # Model, Number or Name Doaeriptlon 2075.1 VENTRVIU VENTRVIO Limits of Use Certification Agency Certificate Approved for use in HVHZ, Yes FL2075 R3 C CAC 07-1105.06 RVIO MLaMI.PAV9,pdf Approved for uaa outside HVHZ: Yes Quality Assurance Contract Expiraliur Data Impact Resistant: N/A 01/31/2009 Design Pressure; N/A Installation Instructions Other: FL2075 R3 11 07.1105.06 RV1D MIAMI DADE.pdf Approved Verified by: Miami -Dade BCCA - CER FL # Created by Independent Third Party: IB! Evaluation Reports Southeastern Metals Mfg. Co. Created by Independent Third Party: 2075.2 `lENikV10 VENTRVIO v ---------- -_Approved Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RV10 MIAMI DADE.pdf Approved for use ..laid. HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions Other: FL2075 R3 II U71105U6 RV1U MW11 DADE.gyf 11801 Industry Dr. Verified By: Mlaml-Dade BCCO - CER Jacksonville, FL 32218 Created by Independent Third Party: (904)757-4200 Ext 4682 Evaluation Report. J h kelsey'@semeta Is.COm Created by Independent Third Party: �I Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections front the Code Standard TAS 100 year 1995 Approved Evaluation Entity EL11t1L'L730._EAUIY_21S18.LL4fLYYeatheL Vent odt Shutters a, Nan,. Storm Panels Kisr.- (Inph t Usa P.epis[raban I Hnt roprs j Suhma Surctnige j 514ts&Facts f Pnh4rntnns ( FnC Stell ( FiCI55ita Mop links ( 4wrrh j - Product Approval Florida Professional Engineer USER: public User aC LS Hm- I InaN E Il :rr Rrgntmtinn Hct Tnprz I Vnduct l,aprrvaM�nU>ycdr-,l ar t`alkaryln �rarth>,ns-olcot.>_e[>nppllranm o•ta11 FL # FL11024 Application Type New Code Version 2007 Application Status Approved Continents FL # Archived IB! Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Small 11801 Industry Drive 2007 Jacksonville, FL 32218 Application Status (904)G96-4682 SSTD 12-99 1999 J h ke I sey @ semeta I s.com Authorized Signature Jeremy Kelsey Archived jhkel5ey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Enlall 11801 Industry Dr. Address/Phone/Emall Jacksonville, FL 32218 (904)757-4200 Ext 4682 Hialeah, FL 33014 J h kelsey'@semeta Is.COm Quality Assurance Representative Gerry Shotsberger Address/Phone/Email 11601 Industry drive steveC3lmeta h ech.com Jacksonville, FL33210 Authorized Signature (904)696-4204 O gpshotsberyer(Jlsernetels.cam Category Roofing Subcategory Products introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Mlarnl-Dade BCCO - EVL Quality Assurance Entity Mlaml-Dada BCCO - QUA Quality Assurance Contract Expliatlon Date 04/15/2014 Validated By Mliml-Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections front the Code Standard TAS 100 year 1995 Approved Evaluation Entity EL11t1L'L730._EAUIY_21S18.LL4fLYYeatheL Vent odt Technical Representative Address/Phone/Enna II Quality A ;urancv Replvsentative Addrvss/Phvne/Enlall Category Shutters a, Nan,. Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Date Pending FBC Approval Florida Professional Engineer r"i.C.77?.S aC LS Hm- I InaN E Il :rr Rrgntmtinn Hct Tnprz I Suhmt SnrrMr�a � Sta[a &Facts � 1 PULI'cetala4 FeC Stuff eC155ite Map , Unks , Smrch ( 4Pinad.Oot Approval Evaluation Reports Florida License USER: Fuac user Quality Assurance Entity National Accreditation and Management Institute Ffadvt fLGDyaI McWu > F G�LQJcat 2) 5-?dnn > L'rFylJ{Ntl[L1J5i > AppXnllon pctaN 12/31/2010 FL # FL722-R2 Date Approved Application Type Revision FL722 R2 COI 024 cart Indipend.pdf Code Version 2007 0TJ•� Application Status Approved SSTD 12-99 1999 Comments Archived Product Manufacturer Metal Tech, Inc. En Address/Phone/Emall 7635 w 2nd Ct Hialeah, FL 33014 (305)970-7507 steveC3lmeta h ech.com U Authorized Signature Steve Pulliam O p Engineer InUlmetaltech.com Technical Representative Address/Phone/Enna II Quality A ;urancv Replvsentative Addrvss/Phvne/Enlall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Date Pending FBC Approval Florida Professional Engineer Date Approved 51 Evaluation Report - Hardcvpy Received Florida Engineer or Architect Name who developed Robert S. Montour the Evaluation Report Evaluation Reports Florida License PE -11955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. Date Approved Ia Validation Checklist - Hardcopy Received Certificate of Independence FL722 R2 COI 024 cart Indipend.pdf Referenced Standard and Year (of Standard) Standard Ytar 0TJ•� ASTM E 330-02 2002 , W SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBC Approval 03{11/2009 Date Approved 04/07/2009 FL # Madel, Nu alvei or Nama Description 722.1 .024 Galy. Steel Hurricane Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FI777 R7 N 024 drayyjtg,pdt Approved for use outside HVHZ: Yes Verified By: Robert S. Mansour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Preasuro: N/A Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the FLZZLBZ_LE X2''1 evaluation.ydf Florida Building Code. Maxlmum Span 140" at 24.52 P.S.F. Created by Indupcndcnt Third Party: Yes Maximum Design Load 1UJ.U2 P.S.F. with a Span of 55" 12/31/2010 BaBr noxi rFA nu rkum4� orjF. kl.m of 1 cad. y Arsi„ rav:Fa ea d Serie rAU cvdaa wrwsta Ila Zsso srvm„rd uaxW�.ofmmd suits + / A maim fiiE:1f� b"L'�L3TLC"" r9cL* rad 9C L5 tlolna LagN d User Pcphootan d Hot cop" Subm[Suclalyc i .Stcta&FocC I FclLKatola d HUC trait 1K15:iita Mop I Llnh, d .,oslch Product Approval usEx: Pune user hQ,AtFPe4vaIM_�lU> j3+polct,)r FLy col 12Sda A-1 NQ Q, Appeollon VitaN FL At FL4004-K2 Application Type Revision Code Verslon 2007 Application Status Approved Comments Archived P Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Emall 13000 NW 30 Avenue Opa Locke, FL 33054 (305) 0BB-4703 Ext 19 an[honyrylalufsbhmricune.com Authorized Signature Robert Andrade anthany@aiufaUhurrlcane.com Technical Representative Pedro Ds Fiyue!redo Add, e s/Phvne/Email 6971 West Sunrise Blvd. 104 Plantation, FL33313 Engco@-IL til Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report • Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figuelredo the Evaluation Report 07/09/2000 Florida License PE -52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. Date Approved F Validation Checklist - Hardcopy Received Certificate of independence FL4094 RZ Cut 09-032 CLudf Referenced Standard and Year (of Standard) Standard Year 0TJ•� ASTM E330, E3996, E1886 2002 Equivalence of Product Standards Certified By Sections from the Code 5 -urn -y of Products FL # Madel, Number or Name Description 11024,1 "Weather -Vent" Off -Kedge Static roof vent Limits of Use _ Installation Instructions Approved for use in HVHZ: Yes FL11024 RO 11 2008 NUA Weather Vent.pdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVIL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FLI1024 RO AE 2008 NOA Weather VgDt,pdf sea next rr-A MmInK(rifan orPn,v,.<wr orcomm 11y Arai" Pb ...kv Cada Orale Corex nn<15ra,xlaNs FL # Modal, Number or Mame Description 4604.1 249a 8, 229a Steel Storm Panels Corrugated 22ga and 249a Steel Storm Panels Limits of Use Installation Instructlons Approved for use In HVHZ: No EL4804 RZ II 09.032 DWG.pdf Approved for use outside HVHZI Yes Verified By: Pedro De Flguereldo 52609 Impact Resistant Yes Created by Independent Third Party: Yes Design Prossure; +104/-104 Evaluation Reports Other; Product to be manufactured, designed and installed ,E,Qg,QQ4 R2 AE 09.032 PER.ndf as per drawing 09-032. Created by Independent Third Party: Yes Ball L=� rx � Admi.ctmtiun ,cast or Cvmmurey AFsx s aordlnv Code Assns aas..r stwrrcbrd, shumwrd UaA Oco:ava,d rwrnJw �t�pv slap U ProductApproval Method Method 1 Option D Product Approval Method Method 1 Option C Date Submitted 04/10/2009 Date Submitted 07/09/2000 Date Validated 04/22/2009 Date Validated 07/17/2008 Date Pending FBC Approval US/18/2009 Date Pending FBC Approval 07/18/2008 Date Approved 06/09/2009 Date Approved 09/15/2008 1" 5 -urn -y of Products FL # Madel, Number or Name Description 11024,1 "Weather -Vent" Off -Kedge Static roof vent Limits of Use _ Installation Instructions Approved for use in HVHZ: Yes FL11024 RO 11 2008 NUA Weather Vent.pdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVIL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FLI1024 RO AE 2008 NOA Weather VgDt,pdf sea next rr-A MmInK(rifan orPn,v,.<wr orcomm 11y Arai" Pb ...kv Cada Orale Corex nn<15ra,xlaNs FL # Modal, Number or Mame Description 4604.1 249a 8, 229a Steel Storm Panels Corrugated 22ga and 249a Steel Storm Panels Limits of Use Installation Instructlons Approved for use In HVHZ: No EL4804 RZ II 09.032 DWG.pdf Approved for use outside HVHZI Yes Verified By: Pedro De Flguereldo 52609 Impact Resistant Yes Created by Independent Third Party: Yes Design Prossure; +104/-104 Evaluation Reports Other; Product to be manufactured, designed and installed ,E,Qg,QQ4 R2 AE 09.032 PER.ndf as per drawing 09-032. Created by Independent Third Party: Yes Ball L=� rx � Admi.ctmtiun ,cast or Cvmmurey AFsx s aordlnv Code Assns aas..r stwrrcbrd, shumwrd UaA Oco:ava,d rwrnJw �t�pv slap U U 7 (D O �l L C 1" 0TJ•� , W O nO 1� En U U O p C:) � Q N _ � p _ O SHEET N0. PA 1.2