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HomeMy WebLinkAbout357 Bella Rosa CirCITY OF SANFORD UN a'1 t;ILDING & FIRE PREVENTION PERMIT APPLICATION Application lplication No: ' 1 Documented Construction Value: $ Nv (Cub_ r _�_ Job Address J �,/lC ��Ji"� ���C'-� _ t[istorie District: Yes 11No Parcel ill: 00 - l �l - 31 5o�)- - C(-'Oc) ( If- d _ Zoning: Description of Work: N cw Plan review Contact Person: �W �.. - - U I a Phone: �. � � � � -- O �(� � Name L e-rvNArz, 1AoF-ie-s- L1.-_2-- Fax:ba-� 4-1 ck- n4u E-mail: Property Owner Information Phoaie: (-1�`I 1- cJO Street: 155`'0 ����w �"� 2we� �� = 21U Resident of property? City, State Zip: C ��w�-rEiZ ori- 33 a rs0 Contractor Information Street: 1`�`�So L'rcz�l�wf�ve. 1�2_�vF `7u;�t: L10 City, State Zip: we - Phone: )A-lG - %-t -t 1 Fax: -2`t 1�- \-t lln State License No.: C Ll(; - I 1 Architect/Engineer Information Name: 1 bout: lU n ti Street Ca City, St, 7,ip: � �� 4- i_ 3�� 1C�� E-mail:LA�;1;c�.. ��� --� � Bonding Company: -!NAA Address: Building Permit Square Footage: /_ct No. of Dwelling Units: Electrical 9 Mortgage tender: N1R Address: PERMIT INFORMATION Construction Type: Flood Zone: Nm Service - No. of AMPS: _, j - L-' Mechanical Ef Duct layout required for new syste�lu) No. of Stories: _ Plumbing d Ney� Cmistruction - No, of Fixtures: Fire 0 No. of taeads: �i—- 11 C — J L 1 =-1-1)! JUL-- - _L� L F . 1 4u 67 IAV INDEX OF DRAWINGS SHEET-� DESCRIPTION SHEET fix. No. CSS COVER SHEET ABBREVIATIONS 2 EXTERIOR ELEVATIONS A. B. Anchor Bolt 4 HVAC PLAN Fir. Sys. Floor System Rad. Ref. Radius Refrigeratorf. Abv. Above SN1 DETAILS F. ID Fireplace Req'd. Required A/C Air -Conditioner I Ft. Foot / Feet Req Room Adj. Adjustable 3 Ftg. Footing Rm. Round A.F.F. Above'Finished Floor FX Fixed R/H R/SSSmoke Rod and Shelf A.H.U. Air Handler Unit MEAN ROOF 15 FT. HIGH TYPICAL Galy. Galvanized MEAN ROOF 30 FT. HIGH -TYPICAL Detector ALT. Alternate FOR 12 MONTHS AFTER THE DATE IT G.C. General Contractor S F Square Ft. B.C. BaNe Cabinet documents that these documents be accurate, providing G.F.I. Ground Fault Interrupter Sh Shelves B.F. Bi old Door Designer/Engineer are riot responsible for any plan errors, G:T. Girder Truss SHT Sheet Bk Sh Book Shelf these plans should be directed to our Quality Assurance Hdr. Header S.L. Side Lights Bm. Beam terms of the agreement. Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom signed and sealed for the structural poison of this HB Hose Bibb Sq Square B.P. Bypass door > r. (y) a Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Temp. Thicken Clg. Ceiling Laun. Laundry T.O,B. Top of Block ;Sol. Column QOZ �Q w Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L. F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer ` CDT Mas. Masonry TYp. Typical Dec. Decorative VIz Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet � M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter 0) Micro. Microwave Vert. Vertical Disp. Disposal I Min Minimum V.L. Versalam Dist. Distance M. L. Microlarn vTR Vent through Roof D.S. Drawer Stack Mir, Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. r act] cc�� 0 n 0 Opn'g. Opening W A Wedge Anchor E.W. Erlich Way ,Opt. Optional Wd Wood Elec. Electrical 0 Pc. Piece WP Water Proof Elev. Elevation * X20 �lci�o� l Ped. Pr.;destal Ext. E;4dor P, L, Parallam �o Exp. Expansion PLF Pounds per linear foot t U_ F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot C Fir. Floor P.T. Pressure Treated Fdn. Foundation AS NOTED Pwd. Powder Room VERSION NO. �.---- 3 . 0"" 8 __ JOB NO: _ 10-2257 SHEET NO. REVISIONS 09/02/08 1.00 NEW BASE PLAN 02/12/09 2.00 CODE UPDATE AND REVISION 04/2010 0 FIELD WALK CHANGES � __---- _�. 6/11/09 2.02 GENERAL CHANGES _ _ - 8/10/09 2.03 FLIP BATH 2 8/10/09 3.03 ADD EXT. DOOR IN BATH 2 10/06/09 KITCHEN LIGHTING -3.04-REVISE 12/02/09 3.05 ADD PORCH OPTION - ELEV. "D" 12/10/09 3,06 ENLARGE TUB CHECK 01/06/10 3.07 CHG. COACH LT. SWITCH 06/06/10 3.08 ACT EXHAUST TO BATH 2 �i—- 11 C — J L 1 =-1-1)! JUL-- - _L� L F . 1 4u 67 IAV INDEX OF DRAWINGS SHEET-� DESCRIPTION SHEET fix. No. CSS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 HVAC PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS ra v= — — 3 a x n. a 00 0 Q e�f 4J f to d' ad' 3 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH -TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these, documents, prior to the commencement of any work. The Designer/Engineer are riot responsible for any plan errors, ornissions,or misinterpretations undetected and riot reported to the Designer / Engineer prior to construction. All construction 'I MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. MID", fix. WI q) �L+ Lrnrn .F�1�^I ,+ --yµ. � � or M E: I-- t1] ra U E ' CD 0, r• o7 O N ")o E u V) IYl cg V U -0 -0 C (D 0)oY 0 C: V) W ra v= — — O WcoY N O MEN,t� /� �`S X x n. a 00 0 Q e�f 4J O CO to d' ad' o� 0 I A J v a o.c 4. P i @� w +� m y k,' u t \�r^•3ch oma d�" � z v �i 4 2'�YYy� {��CQS, Cf1.� •,/ ru q Q O o.yW�Ud�' \qD+• Q .6 uiFJ,acp��,o� rt' caLIP, To the best of die engineor's knowledge and understanding, tie sUucllual plans and specifications comply with the 2007 F Orilla Building Code, Residential with 2009 revisions signed and sealed for the structural poison of this drawing. ,---I (y) t`'d rr) cw(1Ln 0 5 6 > r. (y) a l`- - w2 raM57, ..* LIE Ln tr) . •a I L � QOZ �Q w LU U1 r0 "Q K'i CK 98 'C T t?za:ul L J FZ ` CDT ?� - wVo u o. o`UCD -1O T-1 VIz O W �t �woZ© C) � r Ln 0) --- — I 4tI ,LI Q4 w Zt— � LU w cc�� 0 n 0 WFC-) ZCy U J rI yr U W W z �0 W 0 u'S W U Col * X20 �lci�o� :� ORL WCy �o LL G et t U_ U_ C SCALE AS NOTED _ PLOT DATE : 12/14/2010 VERSION NO. �.---- 3 . 0"" 8 __ JOB NO: _ 10-2257 SHEET NO. O t• MIRROR ---- -- Zh F I rl� �J � t LI1 II! I IJIL—JI MASTER BATHROOM BATHROOM 2 OPENING AT FOYER I I I I WIC I I OPENING AT MASTER BEDROOM FAMILY 3'-94" OPENING AT FOYER (VALUE ELEVATIONS) SCALE: %4"=1'-0" I 40'-0" 01 00, 22-8" - 17'4" i�o 01 10'-8" ----.__-__12'-0" 40 10'-0" _ T-4" _ AC PAD 01 40 10 10 1'-4= 10'-8" 1'-4"X1'-4" "L" 01 __10 SHAPE CMU COLUMN HB 25 SH _ _ --- --- ---------- - _ --- - *EGRESS 11ALT 11 _ H' n I I UB / SHWR T 1p* 1 1 AC PAD I v - 0 7 A. F. F.ya I( I Q - LANAI �- I ' ' --�_- x _2868— _,✓��""�"✓'��_,��^�E �- `���-t ' B-E .®,�RQN o- o m � 3 9'4" FLAT CLG. A.F.F. BA 2 9'-4" FLAT CLG.2868 9'-4" FLAT CLG. G.T. CARPET TILE 1T-4" 6'-01' 3 T -t11 g 4 01 10 5 SH �6080 5GD 5068 BF *EGRESS - — - II' -_- - __ R&S 7 1. 12'-0" 11'-811 U-0 t'4 1 Z ✓ Iri,x:n'r, .,. +a.:.a✓,. z, .,. ao✓,:v»e,«✓n„++t vi :, .� - R&S - M �— aaW, —�--------- - ,°u �a. CV — 6 068 B 4 SH. �� _ Fey.:,, -a 5068 BF — tM. Tu roFN G.T. U) LO MASTER — — — — — — _ — w L O A - BEDROOM p 3 -5' 11' 34 Bk S3 - EDRM TYP. - 9'-4" FLAT CLG. FAM I LY - U.N.O. CARPET h 6i 9'-4"FLAT CLG. , r o BEDROOM 2 CARPET 9'-4" FLAT CLG. - � CARPET - � - 53 T_ w TYP. CA-- N 21 8 11 ... ' --3 -6 ---' .-._.. - 7 -OZ _ — _ - - 15'-5" U.N.O. W ASI-wY,z,; y ,,."Js: - ___I— �p +v✓•zi«a ,..,:.a ., rnlor if� 1ya m, z, z✓i.., r-x.e:w ws 'r ;.r o i i 3 -3„ v- 31.9x1 1 _- 19'-8; - 10 -MC �I VYIC / M. A 19'-4" FLAT CLG. I R.A.G. 9'-4" FLAT LG. � CAR PET i ""' ""�.,,'"`°" `° , "°'" `9 a TILE _ __ A. H. STAND DINING Y TEMP. GL. SNCL. ON - R&S - 6cp r 9' 0C -4" FLAT CLG. M ELI, CARPEL 42" HIGH KNWL. 42" X 42" 2 , rll .ill sll SHOWER �6� — _ 4 6'14 2'-7" PRATF, FARM 1 op HANSON BOX - o �- _ _ L } N I A U @ 36" A. F. F. -- �IIII 4 V-4" FLAT CLG. ' FLAT TOP TILE DRYER VENT = a DROP -It a w r-c"� ?IN J 6 A,- w M `._SPECS ��� THRU ROOF �' �_---------- -- ~ TIL TO g ro`6 cn I,v-ry:;x au.a nrwrv.✓,. y+.:. :a F_ c,. . ;na:w .x ✓t..c::r,.<w ..x..a...;. .ve ._ncrv*.CW_.u.ay a.0 ..a., G „,z.'c.. _ t _ l EDGE OF SLAB 2" DRYER VENT BEYOND WALL -- THRU ROOF. - - - - - - - I L — 10'-2411 6'-8411 F o p- U) OA -- BUILDER T PROVIDETILE Y� d 54" x 22" w z o N _= APPLIANCE PROTECTION ATTIC _ KITCHEN WHEN REQ IRED PER FBC ACCESS (�I O I I' z "' I' 0o Q 'I r J, , .j fY 9'-4" FLAT CLG. F7 --_ TILECi -- NOTE: FINISHED I _ J _ WALLS TO BE FLUSH. 3068 6- NL w/ I I — FIELD VERIFY. 36"x26" TRANS ABV -- _ I I G.T. ELEV. AV & V � G.T. _ _ - GARAGE _ 9'=4" FLAT CLG, A.F.F. CO- - I NOOKZo _ 4--0" II 3' -pa 9'-4" FLAT CLG. -- 160 _10 I _ ENTRY U) 6 TILE - I - G.T. I SEE ELEV. LO _� t _ - —r7777 I 1 7-- TYP. @ GARAGE 35 SH -- S4 HB - I Q -- 16 X 7 OVERHEAD DOOR 2'_-4"16'-0" 2- 4' - 5 -4" 14'-0" 20'-8" 19'4' 40'-0" 0o Y 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 MIRROR II ,1111 L' I: REMARKS O (2) - 2X6 #2 SYP W/ r 'Ift II. H 1 1/2" FLITCH PLATE +31.9 / -41.8 H2(2) 7n[, CF) +29.9 / -37.8 BATHROOM 2 OPENING AT FOYER I I I I WIC I I OPENING AT MASTER BEDROOM FAMILY 3'-94" OPENING AT FOYER (VALUE ELEVATIONS) SCALE: %4"=1'-0" I 40'-0" 01 00, 22-8" - 17'4" i�o 01 10'-8" ----.__-__12'-0" 40 10'-0" _ T-4" _ AC PAD 01 40 10 10 1'-4= 10'-8" 1'-4"X1'-4" "L" 01 __10 SHAPE CMU COLUMN HB 25 SH _ _ --- --- ---------- - _ --- - *EGRESS 11ALT 11 _ H' n I I UB / SHWR T 1p* 1 1 AC PAD I v - 0 7 A. F. F.ya I( I Q - LANAI �- I ' ' --�_- x _2868— _,✓��""�"✓'��_,��^�E �- `���-t ' B-E .®,�RQN o- o m � 3 9'4" FLAT CLG. A.F.F. BA 2 9'-4" FLAT CLG.2868 9'-4" FLAT CLG. G.T. CARPET TILE 1T-4" 6'-01' 3 T -t11 g 4 01 10 5 SH �6080 5GD 5068 BF *EGRESS - — - II' -_- - __ R&S 7 1. 12'-0" 11'-811 U-0 t'4 1 Z ✓ Iri,x:n'r, .,. +a.:.a✓,. z, .,. ao✓,:v»e,«✓n„++t vi :, .� - R&S - M �— aaW, —�--------- - ,°u �a. CV — 6 068 B 4 SH. �� _ Fey.:,, -a 5068 BF — tM. Tu roFN G.T. U) LO MASTER — — — — — — _ — w L O A - BEDROOM p 3 -5' 11' 34 Bk S3 - EDRM TYP. - 9'-4" FLAT CLG. FAM I LY - U.N.O. CARPET h 6i 9'-4"FLAT CLG. , r o BEDROOM 2 CARPET 9'-4" FLAT CLG. - � CARPET - � - 53 T_ w TYP. CA-- N 21 8 11 ... ' --3 -6 ---' .-._.. - 7 -OZ _ — _ - - 15'-5" U.N.O. W ASI-wY,z,; y ,,."Js: - ___I— �p +v✓•zi«a ,..,:.a ., rnlor if� 1ya m, z, z✓i.., r-x.e:w ws 'r ;.r o i i 3 -3„ v- 31.9x1 1 _- 19'-8; - 10 -MC �I VYIC / M. A 19'-4" FLAT CLG. I R.A.G. 9'-4" FLAT LG. � CAR PET i ""' ""�.,,'"`°" `° , "°'" `9 a TILE _ __ A. H. STAND DINING Y TEMP. GL. SNCL. ON - R&S - 6cp r 9' 0C -4" FLAT CLG. M ELI, CARPEL 42" HIGH KNWL. 42" X 42" 2 , rll .ill sll SHOWER �6� — _ 4 6'14 2'-7" PRATF, FARM 1 op HANSON BOX - o �- _ _ L } N I A U @ 36" A. F. F. -- �IIII 4 V-4" FLAT CLG. ' FLAT TOP TILE DRYER VENT = a DROP -It a w r-c"� ?IN J 6 A,- w M `._SPECS ��� THRU ROOF �' �_---------- -- ~ TIL TO g ro`6 cn I,v-ry:;x au.a nrwrv.✓,. y+.:. :a F_ c,. . ;na:w .x ✓t..c::r,.<w ..x..a...;. .ve ._ncrv*.CW_.u.ay a.0 ..a., G „,z.'c.. _ t _ l EDGE OF SLAB 2" DRYER VENT BEYOND WALL -- THRU ROOF. - - - - - - - I L — 10'-2411 6'-8411 F o p- U) OA -- BUILDER T PROVIDETILE Y� d 54" x 22" w z o N _= APPLIANCE PROTECTION ATTIC _ KITCHEN WHEN REQ IRED PER FBC ACCESS (�I O I I' z "' I' 0o Q 'I r J, , .j fY 9'-4" FLAT CLG. F7 --_ TILECi -- NOTE: FINISHED I _ J _ WALLS TO BE FLUSH. 3068 6- NL w/ I I — FIELD VERIFY. 36"x26" TRANS ABV -- _ I I G.T. ELEV. AV & V � G.T. _ _ - GARAGE _ 9'=4" FLAT CLG, A.F.F. CO- - I NOOKZo _ 4--0" II 3' -pa 9'-4" FLAT CLG. -- 160 _10 I _ ENTRY U) 6 TILE - I - G.T. I SEE ELEV. LO _� t _ - —r7777 I 1 7-- TYP. @ GARAGE 35 SH -- S4 HB - I Q -- 16 X 7 OVERHEAD DOOR 2'_-4"16'-0" 2- 4' - 5 -4" 14'-0" 20'-8" 19'4' 40'-0" 0o Y 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 O (2) - 2X6 #2 SYP W/ ENTRY H 1 1/2" FLITCH PLATE +31.9 / -41.8 H2(2) - 2X8 #2 SYP W/ CF) +29.9 / -37.8 1/2" FLITCH PLATE SEE SN SHT_ 120 MPH CH) SEE SN SHT. (2) - 2X10 #2 SYP W/ 07 H3...�.- 1/2" FLITCH PLATE O bo _ H4 (2) - 2X12 #2 SYP W/ - _- co 1/2" FLITCH PLATE x YN O OCL rp (D n� U (2) - 1 3/4" X 11 1/4 nt� H5 LVL 2.0E Fb=2950 0 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 (2) - 1 3/4" X 16" H7 LVL 2.0E Fb=2950 _— ` VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DEI -AIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS - SCALE: %4"=1'-0" General notes 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 %Z' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type 'W gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimurn No. 26 gage (0.48 mrn) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a rninimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with %' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its 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 board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor arid 24 inches (610 mrn) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannotpass MASONRY HGT. @ 9'4" A.F.F. I 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 LIVING OPENING PRESSURES ENCLOSED-EXPOSURE"C" �J +33.4 / -36.2 O +33.4 / -44.8 ENTRY +31.9 / -34.7 (70 +31.9 / -41.8 R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) +29.9/.-32.8 CF) +29.9 / -37.8 TG7� SEE SN SHT_ 120 MPH CH) SEE SN SHT. SCALE: %4"=1'-0" General notes 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 %Z' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type 'W gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimurn No. 26 gage (0.48 mrn) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a rninimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with %' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its 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 board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor arid 24 inches (610 mrn) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannotpass MASONRY HGT. @ 9'4" A.F.F. I 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 LIVING 1677 S.F. GARAGE 428 S.F. LANAI 128 S.F. ENTRY 43 S.F. TOTAL SQ. FT. 2.276 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R -11/R-13 KRAFT FACED NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. Lai L N 0 lJ VC 1 L� 0 I (D 0)CO0 o1CO 07 O O bo _ 700o N Q) C W y-- co ' x YN O OCL rp (D n� U 0 7 O CO nt� o a 00 LO 0 O N G tl I C 0 �1p1� aC" f J N NO Nip s tea! �_. •a, �. LL r fL m SZ m ri Zr )`��°`� 9'3 7 rQ �W8f86��'��' a O V 'ro the bestof the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building code, Residenfial with 2009 revisions signed and sealed for the structural portion of this drawing. CD ' M N (y) Lo O 6 U') k-0 n CD rpt M C:) c) gjMn Q > 9-r o. n i. d" F cu LL N U Z 4-J .l Z 0)(0 �J C�o rti Ln Qa L U bz wLLo� "Uzi O- C) 0F>-oza o¢o�¢ S Z Z Z ?p a: Wz C:) o � 7) U W N F a0> Q C) � Q0 c� LU O V / C:) W Y W y ¢ Z D ULU000 o0LZ U 0&:E Z LU to aR��Qr- LLQ 2.2>�oa U A ou_z� W E Q <¢ao < d0LLJ L[. < W LL o Z C. Lj_ SCALE : AS (VOTED PLOT DATE : 12/14/2010 VERSION NO. 3 a 0 8 JOB NO: 10-22.57 SHEETNO. 2� �I 25 SH TEXTURED FINISH Ej 1A3 SH -rnnn SCALE: 1/4" = 1'-0" it 20 20 TEXTURED FINISH op X ELEVATION — DETAILS r - - - I F.FL. �r _-1 ] C --- ------ -- --- ------------ -------------- -- ------------------------- -- - - ----------- - - - - -- - N - F. FL. 24 SH 35 SH 25 SH � I III ,i TEXTURED FINISH I� - _— II I II I I I ill III II I� _--- _ -- 25 SH 6080 SGD 35 SH SCALE: 1/4" = 1'-0" HDR. O Op T.O. RIGHT ELEVATION --- BAND -- _ _- -- - , T.O.M. " ---------------------- v SCALE: NTS FIBERGLASS - SHINGLES GENERAL NOTES VENTILATION CALCULATION U RIDGE VENT S.F / 300 (1/300) / 2 (IN -TAKE vs EXHAUST) O CONVERT TO . INCHES C H 144 (T Q ) =NETS Q INCH : I 12 I I 50 8' RIDGE VENT`S 12" OVERHANG U.N.U. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH i ,i _ I) RI GE VENT MANUFACTURER. I ' FIBERGLASS CHANGES IN ROOF SLOPE OR DIRECTION, AND - ' SHINGLE S 926. R703.6.2 Installation of exterior lathing and frarning shall comply with the application requirements of ASTM C 1063. 5.0 applied to lath over frame construction, measures shall I I FIBERGLASS 'LES 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 -�' SHING � - I complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in I 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. U, �• oto r 1 ��� ``Z 2� �I 25 SH TEXTURED FINISH Ej 1A3 SH -rnnn SCALE: 1/4" = 1'-0" it 20 20 TEXTURED FINISH op X ELEVATION — DETAILS r - - - I F.FL. �r _-1 ] C --- ------ -- --- ------------ -------------- -- ------------------------- -- - - ----------- - - - - -- - N - F. FL. 24 SH 35 SH 25 SH � I III ,i TEXTURED FINISH I� - _— II I II I I I ill III II I� _--- _ -- 25 SH 6080 SGD 35 SH SCALE: 1/4" = 1'-0" HDR. O Op T.O. RIGHT ELEVATION --- BAND -- _ _- -- - , T.O.M. " ---------------------- v SCALE: NTS FIBERGLASS - SHINGLES GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (IN -TAKE vs EXHAUST) O CONVERT TO . INCHES C H 144 (T Q ) =NETS Q INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF S.F. VENTILATION REQUIRED � ROOF CRITERIA 12" OVERHANG U.N.U. 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 frarning 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. --------7 --- --- - CRICKET —�! —i— T. — --_ - - — ___ ---- -r- --- - HDR COX El --- — 7� ALL TRIM LINES—! -1 — ARE SCORED j l L--- - - --- , -- _ 3 _I T_=�f( _.r— J »I_�� J lC _ F. FL.- _ �1JIL-^,_ — ---- -I �——T---�---- — r1 J' ----r ---t Jf_ ��_ 16 X 7 OVERHEAD DOOR APPLIED STONE 3068 W/ 36" X 26" TRANS. ABV. FRONT L VATION ® C SCALE: 1/4" = T-0" 112 L JI ��_ - _JC -J -Jr-l" 4-7I.._1;I J J F. 35 SH T.O.P alls" EMS' 4� 0V� u � C I- a -0 E rU O rh co E O N t`nn � _0 00 fTl td d' U 70 0,a 0 IL _ � ON0 fyk U :5ao� '0 n. CORD �Q� m O A J N BU B. D. t Illy'? %��� 1111J co 00,a u 4 J h!1 o. rs U, �• oto r 1 ��� ``Z ® T-%. LL 4 To the best of Ute engineer's knowledge and understanding, die structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of Utis drawing. 0 N (y) M 0cn I'D U)o ]_ n o rn C1 Q Uj M a ''_i LL -j o• - n Qao� z- � r, _ �N 2C 0)1 W -j o cv Ln aJ III V In o z Lu LL L Bozo z4 O CL �¢ E Z Z L �z z C) 0 a��0 V = O ' w I -R @ a T to Ln 0) L W 4t i° U.%)VU a�oa t LU U-1 a O O Q :Do (� � (D < ~H �¢t� LL1 d/0 R2o*Q ®�� LLJ �OLQ 0 LU �aa� a~ > Uj 0 g W SCALE . AS NOTE® PLOT DATE: 12/14/2010 VERSION NO. 3 m 0 Z031' - JOB NO: 10-2257 SHEET NO, GENERALELECTRICAL L T 1CL NOTES: Optional Overhead Service 2 WEATHERPROOF DUPLEX OUTLET G. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET Same As Underground ndoor Panel SPECIAL PURPOSE OUTLET - 150 Or 200 Amp Service Center 220 VOLT OUTLET V a)ro -O WALL SWITCH Notes: unless otherwise noted, \ NEMA 1 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" J _ — 200AMPj AFF (general) / \ 7 kitchen 44" AFFETER MA N 1 "0-200 A P ^ -Serial Cable bathroom 39" AFF -- t laundry room 36" AFF NEMA exterior waterproof 12" AFF - 3F; --- P Power Co. Feed -----_.. garage general purpose 42" AFF T#4 Solid COPPER Ground range 2" AFF L -�1 2. All trim plates & devices to be ganged, where passible. -- --` 3. Electrical switches to be at 42" centerline above finished floor. Intersystem Bonding 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance Termination Per J NEC 08, 250.94 ` 5%8" Galvanized Driven Ground with the national electric code, latest edition, by a licensed electrical contractor who shall be Rods at least 6' apart responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-10) 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination tyke installed to provide protection NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon rnonoxide 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. ISI__ 3" VTR 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be I ` permitted if each meets the applicable UL standard.CIO(� f �. I 10. Keep all smoke detectors minimum of 36" from bathroom doors _ I 2 1 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source I ---jI _ - and shall be equipped with a rnonitored battery backup. TUB U �%— 3" 1.5" VTR 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and I WC soffits is not acceptable. S��C p2" VTR13. 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_T_ DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a 1 DBL continuous audible warning when the door or window are opened.. < I SINK] -- __ __J HANSON 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where =f~ )___ - J BOX -_ installed within G 3 if the outside edge of a sink. This would include the receptacle installed for a -.� t]WC wshing rrtachine. Receptacles outlests shall not be required on a wall directly behind a range2„2., 3 -_� or sink to fulfill the requirernent for an outlet every 24". The width of the sink or range is not to TUB SHWR 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 Kr DUPLEX CONVENIENCE OUTLET r DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET G. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET V) HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET - DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET V a)ro -O WALL SWITCH $3 THREE-WAY SWITCH Ll FOUR-WAY SWITCH $R RHEOSTAT SWITCH �} CEILING MOUNTED INCANDESCENT LIGHT FIXTURE f WALL MOUNTED INCANDESCENT LIGHT FIXTURE U; RECESSED INCANDESCENT LIGHT FIXTURE t LIGHT FIXTURE WITH PULL CHAIN Lo TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) CI PUSHBUTTON SWITCH (OPTIONAL) N `tlDj SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) �l TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. (T) THERMOSTAT ]M ELECTRIC METER -IIIIIIIIIIIL ELECTRIC PANEL Building Code, Residential with 2009 revisions DISCONNECT SWITCH drawing. SPEAKER (OPTIONAL) S� ROUGH -IN FOR OPT. CEILING FAN <� J ANEW,Q d NEWN tI to CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ -</\ ROUGH-IN FOR OPT. CEILING FAN PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY ALT. LAUNDRY SCALE: %'=1'-0" KITCHEN SINK W/ STUDOR w= w tZ rr LL ❑ Fr U J w 0 D J co [ILK 5t'tC;S i AC PAD WP G (I(� -DISCONNECT _ I ALT I I AC PAD I �=---=j SCALE:%'=1'-0" 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. SPEC 3 & 4 KITCHEN 0 in ''Imin 11 1 N V) JON lJ (� a co 0 V a)ro -O F o�a°0o .cu VO ( o�0 0 M o d O q) o> o m �LL� Q) 0 N O �0,7 U O 00 a t o co Lo 0 rn � 0 r, ILJI c _u o � • �� 13 ®N i., CT) O tj - �Lyp�I (0 N O O N `tlDj � T EMoo 06� a o ,a L LL.r N W co -4 Mr MW U �p Lys C� Y N a a'rn Z U Z ,heap W () CL Z a m IW O U 'ro the best of die engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for die structural portion of this drawing. >4 cV M ANEW,Q d NEWN tI to > n C7 ❑ qj M r' 7 ,--r C: t �®�n > Fes- LIL Z �N L � 4-J INN J Lu —t o ro Ln N .-a 0 O L Z w O �o ooZ>-Za ®1 OZ ¢�pQ 2 w Z J V W d' > a V �O,n C Q�Li3vo "t=aoz0 ,-1 Q ��� l0 � LLJF J O Q Lu e WI ¢zp Lu�oma >_s z w U U-i(V�r�/➢ �Z0o ��[[ O 0 u - a W L L �Qao�¢ _U CY LL zQ pLU O Lj-, Uj W O :� .j W SCALE AS NOTED PLOT DATE : 12/14/2010 VERSION NO. lub JOB No: 10-2257 SHEET NO. 3 AC PAD �H8 -71 ALT of I AC PAD I L i BEDROOM 3 LANAI BA 2 X r - C) X m ,4,12xl2 P/O 4� U X em, - - - - -- - - - - P/O 14xl P/O /(10 14x'14 P/O A 12x12 P/O F —T— 'lox6 MASTER Ln 110yc BEDROOM FAMILY 6 10x6 110 CO C) —1 0 (N 11 0 BEDROOM 2 4 8 gf Vii; 6 10x6 L LN, T,'O 4 6 Y4,)O x C) (D 00 (1) X (D �t CD 24x18 R/A °) M I X 00 WIC 9 DINING ez -,"'N", AHU (� M. BATH 4 LAU oT C,> IN, 'T 0 x (y) 00 J!"! ------------ - 7 FlU-37- -(W.H.' 7 L F- 4 C) k LO CO FOYER i'l L--L�d KITCHEN r- - I. . . . . . . . . . . . . . . . . NOOK ENTRY F I FT HB GRILL SIZE DUCT SIZE 7 10X6 1 301 AIR FLOW - HVAC PLAN— SCALE: %"= V-0" UP C 1� 0 VC F- I E cv)) 06 Li U W 0) ,- ! w 0) 0 a) LVI cc 0 0 0 F0 Mt 0 M 70 ( E :� Qa) (D 0 0 CO C)4 ME, L0 o 0 ® Ni T 0, AM. U) Z W U C) C) ') " C` z LL '= LL -,t:Z0 L� CL Qin 0 T- U) C, 'r 0 z U) < Um .4 r) W r- T- It -j Q d 0 To the best of the ongineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O U-) (y) 0 1 U) > �—1 m C:) Q < TV 0-CY) 0 > a: m F, (N 0) (U LLJ C:) M Ln (5 Lr) Ln T --i z Oz zW ULu zw 0 2� 0 z > - zt 80 0,� "T 'W C:)7) 3: U 0 ()� T --A LLJ 0 z C:) LU Z z ce � L4 I'D Ln un LLJ LU C) aFP V) �4 LU LU z U 0 0 2 r- Q ca 77 b U U 0 Z 0 z- 00, l-- Z l� LLJ 0'(d, LU 1-1, 0,QO¢ r LU —J M z 08> 5) g � u, LU U LU 0� C) <20: W 0 LL Z 00 Cy Z LL X 0 Z 00-0 o D- ¢ ~ F— LL LL LL LLJ > z F-4 SCALE AS NOTED PLOT DATE 12/14/2010 VERSION NO. 108 JOB NO: 10-2257 SHEET- NO. 4 U 0 ra 4- -0 E 0 0 c000 U) 0 Q) D- opo E V) ot V) 6' C ID C ILL q) Q0) C" 0 3) '5 0CL 00 to 0 00 < LO 6 BID. N G-1, T, C T`F , T 4m� 4 — a ,LU%L F 14 t,4 N 139n o 1�0 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. AILA C) (Y) (Y-) 0 6 > NC) m CD > 0 < Q) 4-J LU C:) (U U-) (1) Ln Lr) UZ Lu LL 0 Uj LLJ z Lij m F— 2:: LU 0 V� 0 z 0 -z- 0z Z> <U F-- wzz M L9 C) U Lo 0 CL =)LUN C) U-1 LU Lo 0') �.D LU z LL'v) �; F LU z U LU U j l_LCL)_v) f-- Uz cy uj Lr:-3 LU 0 0 z U< LU 0 0 LU 01-- 08> U6 LL Z!� c) I < O(YZ X z z 0 0 0 < Q� LLJ (L U— Z LL LU > 0 z 0 LL SCALE AS NOTED PLOT DATE 12/14/2010 VERSION NO. 108 JOB NO: 10-2257 SHEET" NO. 5 C) r Eo r bIr 12' � 171411 TYP. /—'� A .I U.N.U. U U U V U U U 1 n n n EV n n u n J3 J5CD II II II II II II II II II j A ` 2A— TYP. A U.N.O. \2�B 2) A DROPPED FLAT TOPS OF HIPS FOR C) FRAMING (GIRDER NOT DROPPED) EJ7 2D A J3 `\ II (J O.C. \\ N 7I1 1C DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) ::1 : — — 1E A TYP. 1F U.N.O. ODD SPACE A/H TYP. U.N.O. :::lK 1L _ DROPPED FLAP TOPS OF HIPS FOR1-411 FRAMING (GIRDER NOT DROPPED) 11 C LG 1M - - - TYP. @LOW - D1 - - - - ROOF ENTRY A \ 1N U.N.O. - li G TYP. @ HIGH ROOF ENTRYIO ODD SPAO IP rF �� F 7 S4 D1 SIM. U 4 >< D1 _ _ EJ7 r` 46 LO M r 0-- 0- 0 47A A TYP. - U.N.O. 4 S5 SIM. @ 1 BRACING S5 6 D1 20'8° 5181' 13'8" 40' F1 �j TYP. U.N.O. A S3 fYP. U.N.O. coJ N r EO r T - 14,M UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20_ _ 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B C HETA16 1810 9 - 10d x 1 1/2" _ HTA16 1615 1585 — _ 10 - 10d x 1 1/2" H2.5A 600 _ 535 10 - 8d _ RT7A 670 650 10 - 8d X 1 1/2" D H3 455320 8- 8d RT3 550 _ 475 8 - 8d X 1 1/2" E META20 14 7- l Od x 11/2" f ITA20-18 1200 1120 - 10 - 10d X 1 1/2" F HHETA20 2235 mr 12 - 1 O x 1 1/2" To the best of the engineer's knowledge and G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1030 9-1Od X 1 1/2"& 8-1Od H MTT28B 4455 4455 24 - 16d MTS27B 4685 r-, CD 24 - 16d J HTT22 5260 _ _5260 32 - 16d SINKERS _ HTT22 5370 _4029 4618 32- 16d K H D2A 2775 __4B 5/8" DIA. BOLTS _ TD2 3435 2954 -5/8" DIA. BOLTS L 7 . 11� 3/4" DIA. BOLTS _ TD5 4180 3594 2 - 3/4" DIA. BOLTS M * 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N LUS26 1165/1115** 780/875 `" 8- l Od x 3" JUS26 w m 4 w0�n 00�C00zZOCL 440/695 8 - 10d P-- HUS26 _ 1550/3325 " 1550/2540 ** _ 20 - 1_6d x 3 1/2" THD26 _510/740 1875/3040 1580/2365 Q HUS28 220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 rr = Z Q O R MT212 1000 --_860 _ _ 14 - 10d x 1 1/2" MTW12 _ 1195 905 14-10d S MTS16 _ 1000 _ _ 860 _ 14 - 1Od x 1 1/2" MTW_16 '1195 905 14-10d T _ MT320 1000 860 3140 14 - 1 O x 11/2" MTW20 1185905_ 14-10d U MGT/MUGT 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V-- LGT2 2150 1850_ (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS n wp00rl� _ �® V LU : m 0 OLL QU�I— U h z 0 0 z z W O FITS 20 1450 1245 —_ 24-1Od X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" OLL zCL o �� SP1 585_ 535 10 - 10d SPT22 715 8-10d 0 SP2 1065 605 12- 10d SPT24 895 _ _ 10 - 10d * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY """ DU NOT DRIVE NAILS THROUGH TFIE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BU.OW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE t/2 OR #2 P F. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN C NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY 'ARRIER OR 2 PLY CARRIER �—(A) 2 x CONT LEDGER L U) � v � C: N M N vi C v m F- MO Of000 O q�0 0 d' U V(U Q)o"� W Mme. L M W i 0 x N O r'' U 00 CL C 4 LO 0 0 N c, VA', {/q..V p,.a /r a1 -N F'-cnt ''f �D :W%' Q.0 a LL r- a> LL1. U Qu fc`x°�ntr✓'zUz �� pp DO _ it «r mr Wtl O To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C--) M N M Ln Z � M F O r-, CD p � m n Fes- �LLrZ, L N �J W L17 (I) Ln V Lf) 0z w li. O w m 4 w0�n 00�C00zZOCL Zi-ViQ ZL�L-U Z W ® SO 0 M1 0 LO o 4 = 0 w T— rr = Z Q O z F w Ln lU _Q LU i z J O Q [� - " C:) w ¢ Z U LU n wp00rl� �® V LU : m 0 OLL QU�I— U h z 0 0 z z W O LU 0wO O a¢ ;aU¢ m 0~ w a U 0;� Fa LL! OLL zCL o �� azo >-0°'xuZ J d W a 0 ¢ 11 ILL ® U - LU 0 0 z SCALE : AS NOTED PLOT DATE : 12/14/2010 VERSION NO. 3. 0"k 8 JOB NO: 10-2257 SHEET NO. 6 O O- 8178-1B/1T 8F8(--0B/1T 8RF14-1B/"IT8RF14-0B/1T 8F'16-1B/1T 8F16-0B/1T 0 CDD U ° oO CE), 8F20 -113/1T 8F20 -013/1-f A (0) 8RF40r(660BB/1T U d — ! -z--; _ -- z=- — U O 8F281B/1T O 8F28 OB/1T 81`320B/1T 8F321B/1T ;FI U NO 8RF30 1 B/1T U 81740013//1 T V TYPE DESICaNATION F = FILLED WITH GROUT / U = UNFILLED l^L T _ n ° R = RECESSED t QTY. OF #5 8RF6-0B/1T O -REBAR @ BOTTOM N OF LINTEL CAVITY o 0 00 V O I LLr 03d U moo LO � 70 _ – B 8F 16- B/1 0 o O• ^ear r q) U +�"• i -a- O O7 O 00 ao 8F20-1 B -2T WIDTH TOP c� O _ �J 8F24-1B/1T 8F24-0B/1T O O int ;�Y 8RF40r(660BB/1T U d — ! -z--; _ -- z=- — U O 8F281B/1T O 8F28 OB/1T 81`320B/1T 8F321B/1T ;FI U NO 8RF30 1 B/1T U 81740013//1 T V TYPE DESICaNATION F = FILLED WITH GROUT / U = UNFILLED l^L T _ n ° R = RECESSED t QTY. OF #5 O -REBAR @ BOTTOM N OF LINTEL CAVITY o 0 00 V O I LLr 03d U T � 70 .� ALL B 8F 16- B/1 0 o tL QUANTITY OF NOMINAL #5 REBAR AT ^ear r q) U +�"• i -a- O O7 O 00 ao ° WIDTH TOP o (n Q NOMINAL I U HEIGHTern �nI int #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) tic precast lintels = 3500 psi. ° Ec prestressed lintels = 6000 psi. ' routed per ASTM 0476 l'g = 3000 psl w/ Maximum 3/8" aggregate and 8" to 11" slump. Concreto masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi — Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per AS IM A510. Mortar per ASTM 0270 type M or S. GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. O. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintols are manufactured with 5-1/2" long notches at the ends to accommodate 8F44 113/1T vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-1" and U longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In-place concrete may bo provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintols installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) leads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load Safe vertical load +Safe horizontal load .0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) RF-Q'D M r- �CJ� fpm LL, oNa? fl�WJN ¢� a LU�i. 0) 2 1-1/2" CLEAR C.M.U. IIT"„ __-#5 REBAR AT BOTTOM AS INDICATED —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Stool for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O rF J OF OF OF (- LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. O2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 0 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O MIN. OMIN. ELEV. D ONLY OLMIN. 5 D1 LINTEL PLAN SCALE: %4'=1'-0" OF 0 OF O h� l^L T Ch1 t O N V N Nc) CU65 70 o 0 00 V O N O 0 0 � v) 03d U � 70 .� ALL B ) 0 o ^ear r q) U +�"• i -a- O O7 O 00 ao /Ps o (n Q LO 0 d' 0 I O �nI P •�t °chyWt o. l 0 T G -A L -L N)�"V e'' °� r••r� mz U).,Y f.°te,N �,eE a 4 V To the bestof the ongineer's knowledge and understanding, the 3huctutal plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '-i M N M i; O 6 no j ® a j m r--, _ �❑� > uy �N n � Z 4-J Cn fi3 WJ J O (p LnW Lr)U 1n L O� W LLL O 4 W Z ~ L)LU M UI—gV)00 0 Z r O a 0 _ ? W Z U0 ® 0 4 g o V=O�wN ~a0Z@ Z O( H J un �Qo ® J W 9f� Ln W y� � �v W , (ZZ) V , OLL. w U U w � � a Q p'a O , , 1 i ® Z W Q P Q w V Q Q V W �■-_� W ooL U 1 p� LL wwO qz¢ c] =�L�C] 1� /6-�L �''' 1 S nom, Y We_ Q LLI LLu. UJ Z > O CL SCALE AS NOTED PLOT DATE : 12/14/2010 VERSION NO. _108 SOB NO: 10-2257 SHEET NO. 1 I 1. SPECIFICATIONS 1. 1. CONSTRUCTION_ MODULES OF 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: 0-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY SPECIFICATIONS FOR MASONRY STRUCTURES. 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: 1.1.3. ASTM C270 -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: U Q) ACCOMPANYING SUPPLEMENTS. 3. 2. I. 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 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: TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 4.2.7. 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 SPECIFICATIONS FOR MASONRY STRUCTURES. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESISF THE WORST LOAD 1.2.3. ASTM C270 -01a, C476-0'1, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES COMBINATION RESULTING INT HE 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. O 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 (1760), 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, ry = 40 Ksi CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: 95 BAR 25", #4 BAR 20", #3 BAR 20". MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 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 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. j n O 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 I- 6 LL SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2,1. DEAD LOADS: 4.1.6. DESIGN COVER REQUIREMENTS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF C -I -P CONCRETE FORMED AGAINST EARTH: 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF C -I -P CONCRETE EXPOSED TO EXTERIOR: 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF C -1-P CONCRETE NOT EXPOSED: 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF GROUT FILLED MASONRY 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) 2.1.7. BALCONIES & DECKS: 15 PSF ACI 530-5 (MASONRY STRUCTURES) 2. 1. 8. TILE ROOF CONCRETE: W uu-0 TOP CHORD : 15 PSF SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE BOTTOM CHORD: 10 PSF ANSI/TPI 1-2002, BCSI 1 - 03 2.1.9. SHINGLE ROOF UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES TOP CHORD: 7 PSF SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. _ w F Z BOTTOM CHORD: 10 PSF ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 4.4.10. 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF FASTENERS AND TIE DOWNS: 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED r0 : 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi 2.2.6. ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi 2.2.7. FLOOR TRUSS SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi - 'FOP CHORD MINIMUM: 40 PSF HIGH STRENGTH BOLTS: ASTM A325-94 2.2.8. ROOF TRUSS MACHINE BOLTS: GALVANIZED ASTM A307-03 TOP CHORD MINIMUM: 20 PSF SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 4t BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR DIRECTION ON THE RAILING. APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A PRIOR TO INSTALLATION. a z o w o 0 0cy, 0 PLF ON THE GUARDRAIL LAD AND A SIMULTANEOUS HORIZONTAL LOAD OF 50 ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL FOR IN THE PLANS ARE A MINIMUM. 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS LL! S . FT. AT ANY POINT IN THE SYSTEM. HORIZONTAL LOAD APPLIED ON 1 Q STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SPECIFICATIONS. �I SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. AND CONDUCTED BASED ON A 120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE "I" = 1.0. ENCLOSED BUILDING FL � 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE MICRO -LAM 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 MODULES OF THE SPAN FOR TOTAL LOAD. MIN. 28 DAY DESIGN (Yc) 3. DESIGN METHOD C -I -P CONCRETE (NORMAL WEIGHT) 3.1. LOAD FACTOR DESIGN: 0-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: C -I -P GROUT 3,000 Psi CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: U Q) 4.2.4. 3. 2. I. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: 00 4.2.5. MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING O Y N o 4.2.6. STAIRS AND FLOOR FRAMING Q ROOF FRAMING, SHEATHING AND UPLIFT 0 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 0 .3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: 4.2.7. TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL 4.3. CONCRETE TOTAL DL + WL 4. 3. 1. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESISF THE WORST LOAD 4.3.2. COMBINATION RESULTING INT HE MAXIMUM STRESSES PLACED ON THAT COMPONENT. 4 W ~ pp C Z N BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE -TO BE CONSIDERED. O 3.4. DESIGN ASSUMPTIONS: •V it t-10 h< 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS N 4.3.4. SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS MINIMUM. 4.1. REINFORCING STEEL: METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE specifications comply with the 2007 Florida 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 04a MIN. GRADE 40, ry = 40 Ksi CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. drawing. 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: 95 BAR 25", #4 BAR 20", #3 BAR 20". MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 4.4.1.1. CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.4.1.2. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. j n O MMMM 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED 4.4.2. YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF I- 6 LL RECORD. 4.4.3. 4.1.6. DESIGN COVER REQUIREMENTS: C -I -P CONCRETE FORMED AGAINST EARTH: S" 4.4.4. C -I -P CONCRETE EXPOSED TO EXTERIOR: 2„ mi C -1-P CONCRETE NOT EXPOSED: 4.4.5. GROUT FILLED MASONRY 1Yz" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 Y4 4.4.6. 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: W uu-0 4.2. 1. STRUCTURAL NOTES 4.2.2. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (Yc) ELASTICITY DESIGN (E) C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi 0-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRO 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. FRG R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R320.1.5 - n rete over nd mortar along the foundation perimeter must be remove %e`foour re exter or sol 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 313 r, 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 GCA -L. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAI 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 FIOT-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 -297.1 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 (I524MM) 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-INC:H(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 H R�ON MM O TALLY 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 ADJACEN F 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 8308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) Wri-HOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, IFEM 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 8308.4, 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 8301) 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 9x7 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" 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" Q.C. AT EACH SUPPORT, MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %$". 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. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP ! K '^ Vl BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL L CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX 0 WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 4J0 M ADDITIONAL CRITERIA. U Q) 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 00 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. O Y N o 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : Q 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF �a 0 MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF 7v 0 CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE WI ALL 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 4 W ~ pp C Z N NON -MOISTURE CONTROLLED. O 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLEDCONCRETEW/ IN ALL •V it t-10 h< STEM WALLS. N 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. drawing. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, j n O MMMM STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS I- 6 LL 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.Q. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR Ln U mi GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN 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 F RE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER O CORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN W uu-0 SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE „aWZZ2W 0t -- o0 ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. _ w F Z 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER �gLUo„ ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST ® 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 u, t CLC)ZCU Z 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 r0 : SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi M SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi - HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 4t GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER LU PRIOR TO INSTALLATION. a z o w o 0 0cy, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED o0W 05-0 FOR IN THE PLANS ARE A MINIMUM. U 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS LL! O STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND aO�aQ� SPECIFICATIONS. �I 4.5.7, CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE FL � PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: L� O 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: ¢ a z E = 2,000,000 PSI U_ < F- Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI � 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED SCALE AS NOTED STEEL ERECTOR. VERSION NO. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. SHEET NO. 6N "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRO 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. FRG R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R320.1.5 - n rete over nd mortar along the foundation perimeter must be remove %e`foour re exter or sol 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 313 r, 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 GCA -L. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAI 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 FIOT-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 -297.1 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 (I524MM) 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-INC:H(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 H R�ON MM O TALLY 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 ADJACEN F 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 8308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) Wri-HOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, IFEM 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 8308.4, 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 8301) 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 9x7 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" 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" Q.C. AT EACH SUPPORT, MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %$". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ! K '^ Vl 4� - L N 0 4J0 M 0 co U Q) 2 11-1 vt 00 70 0)o N O Y N o V00 auk s'r U ate. CL 0 O Q 00 Q .dye...°� Lo 0 0 d ,$ yllr 1%t%tW3319 + 4 W ~ pp C Z N b 4 rm.2�r�5 f' O uj •V it t-10 h< °! V{�.. A of la'rV V, /J N ¢6181. t�, To Hie best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O rl � N M F to j n O MMMM t-, M CD M T__I > < C� 0®7� I- 6 LL A r-4 L n z-r- 4--J' Ql fU W J O ru LTi a) Ln U mi T -A L 0Lez L W uu-0 „aWZZ2W 0t -- o0 oZ UCL _ w F Z �gLUo„ ® o D U C3 O 0 a o UT(Ut N u, t CLC)ZCU Z Ln M - 110 ko W 4t V) Ly LU a z o w o 0 0cy, o0W 05-0 U t- ,z LL! O � aO�aQ� �I �0Lu2: U FL � !- Z) Cy ��0z¢ L� O d- �-! ¢ a z U_ < F- Z � a SCALE AS NOTED PLOT DATE: 12/14/2010 VERSION NO. 108 JOB NO: 10-2257 SHEET NO. 6N ROOF DIAPHRAGM NAILING SCHEDULE/ -PRE -FAB CHIMNEY CAP --- / FLASHING RIDGE LINE o' 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. 13'4" (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'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" -F (3) 16d TOENAILS - 2" X 12" @ 24" O.C. FH15'-4" (1) USP H TW20 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 USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE _ (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) UFLIFT CAPACITY LATERAL CAPACITY ROOF CONNFCTOR WALL LATERL CAPACITY TRIBUTARY AREA (ft`) (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) I MASONRY APPLICATIONS MASONRY APPLICATIONS _ HTA16 1615 1585 590 ZONE 1 ZONE 2 ZONE 3 ZONE 4 335 7-10d x 1 1/2"� ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 7-10d x_1 1/2" -39.3 4290 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 4618' - -37.7 32-16d & (1) 5/8" A.B. 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 LGT2 -35.6 1850 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 signed and sealed for the structural portion of this -33.9 LTTI31 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 f tM C.) -33.9 ® Q) c� t• ,t Q' � L. ru t 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY 0 !1) �L BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. FRAME APPLICATIONS FRAME APPLICATIONS _ 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT H2,5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING S P 1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SURFACES SPT4 1075 924 -- 6-10d x 1 1/2" SP4 885 760 -- 6-10d x 1 1/2" UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE _ CONNECTOR UFLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNFCTOR UFLIFT CAPACITY I LATERL CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) I MASONRY APPLICATIONS MASONRY APPLICATIONS _ HTA16 1615 1585 590 10-10d x 1 1/2" META16 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" AT HTT22 5370 4618' - -- 32-16d & (1) 5/8" A.B. HT F22 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 - 114"x2 1/4" Tite.i LTS19 1390 1195* -- 8-10d & (1) 3/4" A.B. LTT19 1350 1305* signed and sealed for the structural portion of this 8-16d Sinkers & ('i) 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 f tM C.) ® Q) c� t• ,t Q' � L. ru t CL d F, 0 !1) �L FRAME APPLICATIONS FRAME APPLICATIONS _ RT7 585 585 170 10-8d x 1 1/2" H2,5 415 365 150 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 P T22 725 623 260 8-10d S P 1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 -- 6-10d x 1 1/2" SP4 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 -- 22-10d & (1) 5/8" ATR MGT 3965 3330 -- 22-10d & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 -- 30-16d Sinkers_ HTVV20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 -- 14-10d LSTA18 1235 1165 -- 14-10d LSTA24 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 FIUS26 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 FIGUS28-2 3220 2705 -- 48-16d kD L 1,0 * 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. w m c� + r -I- f -+ -1- + + r -+- + I t ! I + + n + r + r (L` (D ZD+ SPECS. FOR MINIMUM DISTANCE) + --T- --j M N 1 r '4" (TYP.) CO o N 0 o V) EXTERIOR FINISH + + � I � }_rT+I r T O w N O x O U ' PRE -FAB CHIMNEY rn � I r .. /-BLOCKING @ MID POINT Z ! I r T+ WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR B <o + + o r + i 1 co -+- rr T t I ! T + + + + ff'' 'ut ,. V J RIDGE LINE 4 120 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 & 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 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED �� USP HTW20 L0 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 -A11 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" tl 1D ;•; ATTACH BLOCKING TO TRUSSES w/ USP --USP HTW20 @ EA. CORNER SLOPE USP "-- e MP -34 ANGLE TYPICAL �� MUGT15 TYP. GIRDER TRUSS -PRE-ENGINEERED WOOD "TRUSSES ° L 2X TOP PLATE rig THRU-- BOLT A E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 J�- USP TYP. 2"X4" @ 16" O.C. MAX. fr -(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 d � STD. 90° CONT. #5 HOOK - CONT. #5 --- l -- -- BAR , � _.._ � BAR -� -- I, #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM �✓%if HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN BOND BEAM STEP SCALE: N.T.S. NOTE: LOCATION OF - UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING "VY �o 16-84 x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS ° 0 1 TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION 1 1, 0j, .oN n 2"x4" BLOCKING (SEE MANUF. (L` (D USP SPT24 AT --/ SPECS. FOR MINIMUM DISTANCE) --T- --j M N vi � CU Q) -0 EACH JOINT TYP=\ CO o N 0 o V) EXTERIOR FINISH moo" ro C: LL i O w N O x O U ' PRE -FAB CHIMNEY rn � r L /-BLOCKING @ MID POINT Z -- 15!32" CDX _ �- � N VGwR µD G \/X11C WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR B <o IN HEIGHT Jail 7/16" USB SAw Irl t- z cc o GALV. METAL 0 a �1/2" SHEATHING OR O.S.B. ff'' 'ut ,. V J a 0; �. d "�• w _ o FLASHING V �... z(A°yo apt N O W fE ¢ L) --2"x4" STUDS @ 16" O.C. MAX. RIDGE LINE 4 120 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 & 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 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED �� USP HTW20 L0 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 -A11 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" tl 1D ;•; ATTACH BLOCKING TO TRUSSES w/ USP --USP HTW20 @ EA. CORNER SLOPE USP "-- e MP -34 ANGLE TYPICAL �� MUGT15 TYP. GIRDER TRUSS -PRE-ENGINEERED WOOD "TRUSSES ° L 2X TOP PLATE rig THRU-- BOLT A E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 J�- USP TYP. 2"X4" @ 16" O.C. MAX. fr -(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 d � STD. 90° CONT. #5 HOOK - CONT. #5 --- l -- -- BAR , � _.._ � BAR -� -- I, #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM �✓%if HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN BOND BEAM STEP SCALE: N.T.S. NOTE: LOCATION OF - UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING "VY �o 16-84 x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS ° 0 1 TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION 1 1, 0j, .oN n � (L` (D E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 J�- USP TYP. 2"X4" @ 16" O.C. MAX. fr -(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 d � STD. 90° CONT. #5 HOOK - CONT. #5 --- l -- -- BAR , � _.._ � BAR -� -- I, #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM �✓%if HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN BOND BEAM STEP SCALE: N.T.S. NOTE: LOCATION OF - UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING "VY �o 16-84 x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS ° 0 1 TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION 1 1, 0j, .oN n � (L` (D L5 M N vi � CU Q) -0 F- co O co 0r, CO o N 0 o V) m rti U moo" ro C: LL i O w N O x O U f�Q.o� oQo rn � 0 N VGwR µD G \/X11C A- B w Jail SAw Irl LL NO ff'' 'ut ,. V J a 0; �. d "�• V �... z(A°yo apt N O W Q, r ' ryyb "v,, L) To they best of t°e engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Re,idential wit° 2009 revisions signed and sealed for the structural portion of this drawing. C) ,--I cV M Q Q J r-, O f tM C.) ® Q) c� t• ,t Q' � L. ru t CL d F, 0 !1) �L M LL- °� CV n Z 4-J --' LUson C:) (ID ww Lr) _N U-) V Ln Ej T -i 0 oz W LL O Uj wMzz�� Lij Pzo z < b o}aU 2:o�¢ D- w t- z � z -w W, C) O V)Gi�Oi U o W N � Q,z 12L 0 z C) LU kD L 1,0 LU 14Z I® C)ao� J LU w00o� UcwO~ zp0`?z w ® 9 -, -1 -j� CalLl jw ~ t- 2: oo E 4A4-, L o d0 ❑ u_ oWa LLJ ¢Q�� ® L- w 0 aJ SCALE AS NOTED PLOT DATE : 12/14/2010 VERSION NO. 3408 JOB NO: 10-2257 SHEET NO. _(1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4X12. -PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH --- �-`- - (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ 5/8"OR 1/2" HIGH STRENGTH -� = ` �--TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ l VARIES ,,,, �. „ � 5/8"0131/2" HIGH STRENGTH —� _ i „- METAL PL. UNDER EA. TRUSS ti L (U.N.O.) (OR �� GYP. TYPE X @ W/ 2-16d TOE NAILS @EACH END _ 2-16d TOE NAILS C60 EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR V8" GYP. TYPE "X" @ '�,�•._ -MOISTURE BARRIER ABOVE) GARAGE W/A HABITABLE ROOM \ _1 SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT INSULATI N BAF ` -_� ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE — CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 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.G. U.N.O. USP SPT24--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. _ -- - _ CONNECTOR 5/8" OR 1/2" HIGH— y ALUMINUM DRIP �I 112" CDX PLYWOOD OR 7116" O.S.B. - STRENGTH CEILING _ _ _ -- 1 r_ -�� �— SHEATHING REQ'D. FOR ALL ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @MID HGT. FOR WALL BOARD PER CODE (OR 5/8" EDGE EXTERIOR OR SHEAR WALLS AS - HGT. < 8'-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". GYP. TYPE X @ GARAGE 2x SUB FASCIA -_ __ _ ____ -__ SHEATHING W/ 8d COMMON NAILS @ W/A HABITABLE ROOM -%12'N.O. - -- - - - ---- "- ,--INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN ABOVE) VV/DRYWALL 12" VENTILATED � � I 4" O.C. @BOUNDARIES, 6' O.C. @ , SCREWS @ 7" O.C. SOFFIT 8"x4"x16" NOMINAL j 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD / SLAB & BLOCK - SP SPT22 CONNECTOR ° USP SPT22 CONNECTOR CEILING & 8 O.C. WALLS g x8 X16 KNOCK OUT BLOCK WITH 3/8 _ ! Imo___ _ „ 5/8" x 10" "J°' BOLT 24' O.C. W1 USP BETWEEN i 1 -' I i 5/8 x @ COURSES CUT TO 1 r �5 CONT._ 2"°x3/16" PLATE WASHER (IYP•) 2"°x3/16" PLATE WASHER (TYP.) INSULATION PER BLOCK SOLID W/GROUT _ -I - ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" CHART ON FLOOR SLOPE. __ °`' ELEV. 0'-0" ( @ 2x P.T. BOTTOM PLATE �i --- O.C. OR 518"x'10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR PLAN - -- j,r-- I, !� A.F.F. T .._ @ 24" O.C.) Z x 6 W1 A x W1.4 @ 24" O.C.) 2 '� 6 x 6 W1.4 x W1.4 1x2 P.T. HORIZONTAL _ ELEV. -0-4 112 i- - /_ _�� __ "I _ WWF OR FIBERMESH WWF OR FIBERMESH NAILER - 8" C.M.U. TYPICAL - 31/2" MIN. _ _ 3 1/2" MIN. - _.-- ---� A.F.F. ELEV. -0'-3 1/2' j STD. 90'HOOK (SEE DETAIL) E..S.. MORTAR 2 CO A.Fo 1-` �• r -- i=r11=�,.---� TYP = x4 NT. - = z - -- P c- -_ -I :1'31/2"(min.)- 4" z A , : ° °f(� I=1 =1 -'3112"(min.)- 4" 00 --rr_r--rr - - - - I I • i-r3l/2"(ruin. - 4" III=1 i ISI I 1 III �I 11- C31/2"(min.) -'4",-,LI =1 11_ _ .f(-1 I 1 I 1=1 11- GARAGE DEPTH VARIES __ ______ ttt=H{--I F - _ - err- -III-1 -I I `i -p =f FI -1 I_ 1=rn�rn=rr5=r { 1= 1=1 I'- ---ARCHITECTURAL --- , -III=-111- II1-111-111=111 111-II1 II-II1=1II-- 1I-E1I1=1 =1 =1- _- II II I I 111_111_ _ -- FINISH I= SII ;III III ;III ; I I ;III -' � 1=1III-„III 1111 El 1x2 PT WD FURRING @ 24” U.C. (2) #5 CONT. 4, 1' 4" 8" (2) #5 CONT. q _4 8., 1/2" GYPSUM WALLBOARD (1) 95 VERT. IN FILL EE U.N.O. MIN. U.N.O. MIN. U.N.O. FOUNDACELLS(STION PLAN GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC 1X4 P.T. BASE NAILER FOR LOCATIONS) SCALE: 3/4"=1'-0" 53 "SHEAR WALL" SCALE: 3/4"=1'-0" 53 SCALE: 3/4"=1'-0""3,) 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH I FILLED CELL TYPICAL / N�\Nvovs MIN. 2500 PSI CONC. SLAB - r, AT GARAGE CONTRACTOR GooSEw���� MIN PSI MAY VARY PER - �? TO CUT BLOCK OR POUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C / CONCRETE SLAB W/ 6X6 a 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. NOTE:EXTEND _ W1.4XW1.4 WWF OR = -` 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M����ovs "FIBERMESH" DECO FINISH 4" to 6" LOAD BEARING OR -- BELOW GRADE (2) ROWS OF 2x BLOCKING @ N (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" O/G ,� FOR WALL HGT. s 8'-6". (2) - THIRD POINTS NOTE: J 1NSULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS z I 1 "x P.T. STUD SEE SECTION C/S3 FOR N ao - FOR WALL HGT. > 8'-6". =I III �,%,I I _ �- P �`� D i+ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 l ADDITIONAL INFORMATION t = - - ao SEE CC/S3 OR ��., LAYERS W/ TOTAL THICKNESS 718" OVER + 1/2" GYP. WB (MIN.) @ GARAGE 6 MIL VAPOR III- o -I I -I I TIT�� G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL � SIDE IF APPLICABLE. =I I • .I= � 5/8"x6" "J" BOLTS BOLT 5/8 ° x 10 J' BOLT @ 24 O/C W/ 2' °X 3116" -- USP SPT22 CONNECTOR BARRIER 4 BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK p o '� I I i w 24" O.C. VERT, OR PLATE WASHER TYPICAL 5/8"- EXPANSION BOLT @24 O.C. COMP. SOIL. -I I 14 = (IF NO UP LIFT ON @ <, 2x P.T. PLATE _ '_ ii 5/8" x 6" EPDXY BOLT OR USP SPT22 @ EA. STUD W/ 7' EMBEDMENT (MIN. SHEAR III_ WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ - (COMPACTED TO 95% -I I 11=1 1-1 1 11= (6) 1/4"x3 1/4" TAPCONS - SPACE ANCHOR 3500#, MIN. TENSION 2600#) MODIFIED PROCTOR II I II_ III III -III -I I III *USP SPT22 TYP. 6 x 6 W1.4 x W1.4 WWF OR t, 2X P.T. PLATE _ _- 2U" MIN. LAP E SPACED EVENLY FIBERMESH #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ASTM D1557) ct WEEP SCREED INSTALLED - W r- �t 3" MIN. CLR. 2x P.T. PLATE '\ BAR -- END OF 2" x PLATE -�_ WWF OR FIBERMESH (2) #5 REBAR CONT. '� E - A MIN. Fy=AOksi - \ r ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR o M __._ , STD. 90 HOOKS �--- _ _ G , u-' - . ° • ON 3" CHAIRS TYP. 4" V-4" (EE -_� p GRADE �, 14 _- Z #3 & #4 LAP SPLICE __I r—rr-rr—rrr m—rr=rr�rr� - U.N.O. DETAIL) -- - 1 --:- :-- a _ --III-1 L-111_ ° - -III-111-111= o MONO OR STEMWALL--� z FINISH GRADE _ �' FOOTING MONO SHOWN ��., =m-�� °• •. ° .� � � � - 25" MIN. LAP �- 1=111-I � I -I 1 I � • � X11 I 1 I -I 1 I- � 11; �- � ' I=1 � I=1 � I- I I -I P• • III- I I=1 I I=11 I_ TYPICAL WALL SECTION /a 1 -III III_ -111-11111- f-- "' 111_1 _III FOR CLARITY - _ CO 6 MIL VAPOR BARRIER'S -_- G P ' ` ° i i- 00tWn I— — — — — — - -1 1 �I I I III=III=III-, `- #5 REINFORCING BAR R 17/8" - SCALE: 3/4" = 1-0 S3 z ' III I I-1 I I-1 I I=1 I I=1 11= 1 I z !k II I II II I II II I II I II I II 1 II I I� II I I 111111 I I- _ _ = =1 #5 LAP SPLICE --� I (2) #5 CONT. -III=III=III I 1=1 11, 11= NOTE: I I I I �� _I I I_I I I _I i I_I I I- -- _ III a. I I-1 I-� I I=1 I I-1 I'' T // ON 3" CHAIRS _ "FOR BEARING WALL -'_ I -i I 36" MIN. LAP r COMP. SOIL. (COMPACTED TO -Fill ° = rii=���ri ----- (TYP.) 8" 1' 4" 8" (1) ROW 2x BLOCKING @MID W/ UPLIFT ONLY r._ . ,_ _ _ _ �' 95% MODIFIED PROCTOR ASTM ' I I=1 � I=1 � 1=1 � I-1 I=1=1 I' �-,T______e__ � 1U" HGT. FOR WALL HGT. s 8'-6' ; 2 � 2x #2 SPF STUDS ROWS 2x BLOCKING @ 3rd PTS - D1557) I I -1 I-1 1 �1 ., 111� @16" O.G. W/ (2) 4" 1'-4" - #6 REINFORCING BAR #5 STD. 90 HOOK 16d'1 UENAILS T & B FOR WALL HGT. > 8'-6". - #6 LAP SPLICE `��•�� TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT ('G 1/2" GYP. WB (MIN.) (q) GARAGE SIDE IF z APPLICABLE. v SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" 53 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 53 SCALE: 314"=1'-0" S3 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE - - — -- _- _- 6x6W1.4xW1.4 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r- WWF OR FIBERMESH CHAIRS (TYP.) WWF OR FIBERMESH 3 1/2"(min.)- 4" - ' a , =III=III=III=1 ° 1111=III=III III _ - GRADE 11-I 11= I °' 11-111_1 11=1=1 _-_-_-_-_- ' I7111 -I 11 -III -I=1 I=1 I I 1 1=I' -_U-r I I -III -III -III -I 11-' 11=111=111=111=111 -III III d I I III=1 11=1 11=1 11=' -" I=1 11=1 11=1 11-1 11=1 11=1 11=1 11=1 11=1 11=1 I' _ III III -III I I 1-lil- ' ' -III,,��IIII�IIIII�III11111111�11111��111- 8" - MIN. TYPICAL INTERIOR BEARING P.T. 2x 1/2"GYP.. P. HOLD GYP. BD. TYPICAL THICKENED SLAB EDGE L WALL W/OUT UPLIFT rGG"*�\ �� 2 / 1/2" FROM SLAB SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 0.0 - CONT. BEAD SEALANT S3 FOR ADDITIONAL SLAB 53- -- Q f INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT - OPT: DEPRESS SLAB 5%" DEEP -- 3 1/2" VARIES MASONRY WALL AND� AND 6" BEYOND DOOR TO 13 c GARAGE - PAD FOOTING O.H.D. RECESS - 1 1/2" RECESS FOR - 6 x 6 W1.4 x W1.4 RECEIVE PAVERS / DRIVEWAY /- BLOCK WALL BEYOND N `t - ` w CONCRETE SLAB CONCRETE NAILS W 1 1/2' 112" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH 8 MASONRY WALL �\� 14" - —C. - D = O.H.D. RECESS x z --,, q _ - T EMBEDMENT @ 12" O.C.0 C WS @ 8" A J STAGGERED, FROM BOTTOM W/DRYWALL SCBE PAVERS �t _ ,}..:......:................-._ ,.....r....�.a_ ,. MAT REINFORCING. �., CELLS ,N Q "�� TO FOUNDATION PA � d. r � n . • • . " : � INSULATION PER CHART � ®. cv rT=rrl=Jrr=rrr=r ��'. ° PLATE TO CONCRETE ON FLOOR PLANT= CONT. FOOTING STEEL r "' -" I -1 I f� I 1=1 I 1=_I :. ; ..�• ..... ' � I I I_I I � I �-- J ,., � a : CC _ ° 4 ° L G'it - {_ I 1 I-� I I I.' A,• , MIN. SHEAR 180# MIN. CONT. BEAD SEALANT -' -_ - 4 _ - - RADE r ( _ _ _ rrl�rr_ I IIIII,,,III,,,III; �J 4 I I co TENSION 120#) CONCRETE SLAB,` IIIII1111111 :: -,11 N 6x6W1AxW1.4 N _ - I 11111 W ;. -rrl=rr-rrr-rr -rr � r. Q z � =III -III -III= �a ff1 11-11r� 1=�' = III -1 I 1 _ _ �" WWF OR FIBERMESH 1 a I-� I - W 111-111=1 L: 4.. rl=fi -11 I -I I-111 _E - T, • "' - I L- 1= W o 0 .III=111= _II I=111 ;.: 111 �J _ _ II1- W _ - Q _ °�°— I� C7WCA _ GI_rr— _ — - - _—. r _ w 6 MIL VAPOR 11 I � rrr�rrr-T I I I• I M Z� 1 � 1=111= ..:�•, <.,.:<' • I � I=� SEE AIS3 OR JIS6 _,-Al I � I, i 1111„111 I I, 1 1111= - - „III -1 I, III -1 � , , ,� I � I - - -- � w -, SEE A/S3/J/S6 "h T 4a. 8.. - ��FOOTING v -III-III ��-^-. 1 -III- FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - �=1 I- , • , .. •.• �. ,. I � . -1 � � ! : _ � FOR REINF. INFO. � BEYOND 1'_4" (1 STORY) OPTION #1 PAD REINFORCEMENT 3" MIN. CLEARANCE SEE A/S3 OR J/S6 -I i 1 II I li 111 11111= 1'-8" (2 ST RY) SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) 4' 4 FOOTING WIDTH FOR REINF. INFO. 3" MIN. CLEARANCE SLAB INFORMATION. SEE SCHEDULE 1°4"(1 STOR))/1'-8"(1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL N 1' a° (J 2 sTOR ) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 53 SCALE: 314"=1'-0" 53 SCALE: N.T.S. 53 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. F 9 (U Nt C C I- ro N �o 0 QD v rn O nor E O O r] vvli I� m f>5 V U c� C7 N 0 c>3 N a N -,- r , U � a o o o, 00 # to Q Lo 0 rn `-t- O i L Z_ 1J1!tJd z .p � f m�`� _j° ce. 0 g'N w` ",n 0+1vt' w � 5.0 m: r :z y J ,Ulm To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '__1 M N M Oc7 V) tQ nCa Q N (M r, 7 TH C, n Q d - - Q F - u-° n �N Z 0) fu LZLI - C7 (U Ln (3) L0 Ln v E CeOz 0:: O wzl-�a VHaV)C)0 O O L 2 z 8 Q TW Z F L V Z p a W �'L V O ro .y C:) 00`"hO cf�N W F @ WOL J s 0) 110LUF Ln LUJ Q hn Y 62 w Woo_�Q H h La I—OLU Oz zUj � w0 to�W��ar �¢�QJ7 aUrr-� -� of 00 W L h J LLJ OLL 0- L 0H w O LL z Qt 6 'aLpS z 0 T -1Q w U_ ILL~ LLJ F- z Z ® a SCALE AS NOTED PLOT DATE : 12/14/2010 VERSION N0. 3 m08 JOB NO: 10-2257 SHEET NO. DOUBLE 2x TOP PLAT - 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VAP\IL O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD (TYP)SEE ELEV. TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 ,. TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSSABOVE `-2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (2) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS j% CRICKET AS REQUIRED SINGLE 2x CONT. BASE -- PLATE W/ (2) 12d TO TRUSS BELOW - BLOCKING (TYP.) 1/2" EXTERIOR GRADE SHEATHING . FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD _ USP SPT22 @ EA. STUD 2x P.T. PLATE - 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT/7 __L 8"X8"X16" K.Q. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ _- STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. MOUNTING BASE NOT SHOWN ` FOR CLARITY SEE DETAIL K/S4 .` SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE \ GENERALNOTES SLOPE FORWARD' FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA, TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) —� FOR CLEAN-OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR --TYPICAL C.M.U. WALL - 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C,OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN-OUT A SCALE: N.T.S, �S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT - NOTCH LINTEL WHERE REQUIRED % BLOCK W1(1) #5 FOR CONCRETE PLACEMENT / NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. U OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL \ J j o \� FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FMOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR �TRACK MOUNTING BRACKET \\ � GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :,`.•;j GARAGEFLOOR TRAVEL DIRECTION OF� GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. - BOTTOM OF MOUNTING BASE POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. P SHED FORWARD THIS DRAWING. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXT ERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5l8" 8" - li11 7- SOLID AREAS ARE STEEL AND GROUT -- DOOR OPENING -- ❑ �l - - - --- DOOR OPENING ^, Jl 71 ❑ - -� - ❑ STUDS JACKS STUDS 77 EA END �I_ = it - NIIt - ❑ 8" STD. 90 HOOK 8" _ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U,N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION _ i (1) (2) (1) I — L— 4'-9' -- — _ (2) ('2) (1) USP LSTA30 9'-16' (3) (3) (2) _77 (2) USP LSTA30 r 0 A A N•C B U C �� MAIN SPANROOF NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. U OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL \ J j o \� FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FMOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR �TRACK MOUNTING BRACKET \\ � GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :,`.•;j GARAGEFLOOR TRAVEL DIRECTION OF� GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. - BOTTOM OF MOUNTING BASE POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. P SHED FORWARD THIS DRAWING. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXT ERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5l8" 8" - F-17 ❑ SOLID AREAS ARE STEEL AND GROUT -- DOOR OPENING -- ❑ �l - - - --- DOOR OPENING ^, Jl 71 ❑ - -� - ❑ STUDS JACKS STUDS EA END EA END ❑ ❑ �L 1ST COARSE 2ND COARSE / 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 2x TOP PLATE 2x STUD @ 24" O.C. MAX. - 2x P.T. PLATE - SEE A/S3 FOR 'OLID AREAS ARE STEEL AND GROUT �ULL 8x8x16 BLOCK BOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END �— �'r -- WALL DOOR STOP MOLDING ? < rn _ GARAGE 2-16d NAILS @ 24" O.C. OR / DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 1 PROVIDE P.A.F. NAILS OR EQUAL @ 12"O.C. STAGGERED FROM BOT. DOOR TRACK PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS — FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON- BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 54 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & SPUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS COMMON WIRE NAILS @ 4 O/C EA END EA END EA END EA END 0/C FIELD 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) ('2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR _ \ REQUIRED CONNECTION S�Fp( 0 ` 2 -ROWS 12d NAILS STAGGERED \ @ 12" O/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN S4—INTERIOR HEADER 10d NAILS @ 8"- (1) 2x SILL PLATE W/ (2) O/C TYP. BOX HEADER ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U,N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x '�AAU 1, SILL PLATE W/ MP3 CLIPS EACH SIDE '---2x STUDS TYP. USP HTT16 TYP. U.N.U. SEE N/; ** HOLD DOWN CONNECTIONS Op\O,p NOT REQUIRED @BEARING FN/iy\ WALLS NOTED WITHOUT UPLIF P.T. BUT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. r USP SPT4 SPT24 2X STUDS 24" O.C. A A A'. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. - UPLIFT CONNECTOR (SEE SCHEDULE) __- DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 jr LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. t / --CRICKET AS REQUIRED USP SPT24 @ EA. STUD V 5/8"x10" "J" BOLT _ @ 24" O.C. MAX. - 2X8 WALL ABOVE MIN. (2) PER 1/2" EXTERIOR GRADE SHEATHING BOTTOM PLATE ENTRY SECTION 2. - P COMMON WIRE NAILS @ 4 O/C � USP SPT4 BLOCKING 0/C FIELD A'. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. - UPLIFT CONNECTOR (SEE SCHEDULE) __- DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 jr LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. t / --CRICKET AS REQUIRED USP SPT24 @ EA. STUD BLOCKING _ - 2X8 WALL ABOVE 1/2" EXTERIOR GRADE SHEATHING ENTRY FASTENED TO TRUSSES WITH 8d O COMMON WIRE NAILS @ 4 O/C � BOUNDARIES 6" 0/C EDGES & 8" BLOCKING 0/C FIELD COO 0 20 i - 2X4 PT STUDS @ 16" O.C. O vii m cd d U (2) 2X4 PT STUDS UNDER HIP --__ 0) MASONRY WALL CARRIER/GIRDER TRUSS -E = _- �Q f q)� U 0 CO USP HTA20 @ EA. STUD — LO 0ti m 't r 0 A A N•C B U C �� MAIN SPANROOF MOISTURE BARRIER TRUSS V ®o -UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 195 CONT, _ (SEE SCHEDULE) AND FILLED W/ GROUT - 1 #5 VERT. IN CONC. FILLED CELLI- W/ STD. 90° HOOK IN K.O. BLOCK 1111j'n o It' �•y\N S % 6 z ..0 ., m -a p'" to JA ."C) . �, 7 - ALT. KNEEWALL ABOVE MASONRY II� Q 0..4rr ' i WALL DETAIL TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 7 �\ NOTE: �L PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL _ M SCALE: N.T.S. F= 2240 LBS USPC USP SPT4-1 SPT24 USP SPT4 2X TOP PLATE -OVERLAPPING SCALE: N.T.S. TRANSOM FRAMING < P.T. SEE SECTION AA/S1 -ATE AND B13/31 FOR ADDITIONAL DETAILS RECESS LINTEL USP SPT USP SPT24 NAILED INTO TRANSOM FRAMING USP- SPT22 -USP / SPT4 I IL 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BO-fTOM PLATE) NAILED INTO -10d NAILS @ 6" TRANSOM STAGGERED FRAMING _ USP SPT22 USP SPT4 USP SPT4 /-J-BOLTs @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) BOVE -OCKING 2)16d TOE NAILS SP SPT4 10d NAILS @ 4" 10d NAILS @ 6" U.C. STAGGERED (A_)STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD ° E PLYWOOD FASTENED TO TRUSSES SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SPT4 PLYWOOD SHEATHING MASONRY WALL BELOW ° 5/8"X10" J -BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: _[j 't 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ( 1 SCALE: N.T.S. BLOCKING _ - 2X8 WALL ABOVE F ENTRY _ O K.O. BLOCK W/(1) C ro #5 CONT. & FILLED COO 0 20 5/8"X10" J -BOLTS O vii m cd d U (c) 2'-0" O.C. 0) MASONRY WALL U_ (D -E SP SPT4 10d NAILS @ 4" 10d NAILS @ 6" U.C. STAGGERED (A_)STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD ° E PLYWOOD FASTENED TO TRUSSES SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SPT4 PLYWOOD SHEATHING MASONRY WALL BELOW ° 5/8"X10" J -BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: _[j 't 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ( 1 SCALE: N.T.S. 0) O C ro 0 COO 0 20 oQ o O vii m cd d U rB -0 0) C: (D� U_ (D -E OYNo �Q f q)� U 0 CO o a o0 W a LO 0ti m 't 0 A A N•C B U C �� CB P ®o Yui ill�"��' ���� �,°��� off•,) NU L cc 1111j'n o It' �•y\N S % 6 z ..0 ., m -a p'" to JA ."C) . �, O • Z' II� Q 0..4rr ' i J To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O r -f m ch z�m O t 4 V) > r. a 0 Q cm Q 7 O I— fu Li - - -)L � q) ru —' MEN LU OfD L0W Ln v Ln ,-t L oz LU _w U_O lUL~�� U ~O z d 0 a 0 }a8oz'nzc� a ? ~ T Z z EL}? O CL Q CD LU cAzpt 0 0. to C/7 � LLJ J I® W LU C) r[�� z S' Q w000a `U 0O O W rY � 1 �✓ 'aHozz O wq p a U j w r j o fi z t'¢oo �UCe )X Z ® d- �LU LU (P� U LL LU H � d SCALE: AS NOTED PLOT DATE: 12/14/2010 VERSION NO. 108 JOB NO: 10-2257 SHEET NO. SEE STRUCTURAL NOTES {+ND SEE STRUCTURAL— Ww TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING - --2x4 "T" BLOCKING NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL 2"x4" OUTLOOKER - NAILING SCHEDULE FOR , "L" BRACE --- SHEATHING DETAIL USP RT16 OR EQUAL @ SHEATHING DETAIL -- 2x4 OUTLOOKER @ 24" - @ 24 O.C. SHEATHING DETAIL 2"x4" U.C. OPTIONAL -SEE ATTACHED W/ _ TOP CHORD - -- -- - _- - = EA. OUTLOOKER OUTLC�OKER ( 2x4 OUTLOOKER 10d NAILS @ 4" BLOCKING FOR - -- - — - -- ELEVATIONS) BACKNAIL W/ (2) @ 24" O.C. -�_- SEE STRUCTURAL �� 16d NAILS @ 24" 0/C O.C. TYPICAL FIRST FOUR „ r - --- USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD ROWS OF \ 45° ± 24 MAX' TOP CORD BLOCKING — 45'+ i 2X4 CONT"L" BRACE TOP CORD BLOCKING j _ FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAXI EA. OUTLOOKER SCHEDULE FOR - BLOCKING FOR GABLE TRUSS WEB TRUSSES @ ` / USP R1-16 OR FOR FIRST FOUR 3"@ 24" O/C. CMID OF TRUSSES @EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ 5 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO 2x2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 • TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. @ 8 -0 O/C. EXTEND @LEAST 90% OF USP -- $" FROM RIDGE FASTENED AT 2x4 "T" BLOCKING 48" O.C. EACH JOINT W/ (3) 10d \ o � / RIDGE FASTENED AT "L'° BRACE TO EXTEND AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 1 O & (2) () AT LEAST 90% OF WEB 2x4 BLOCKING @ MAX. & (2 EN TOE NAILS @ LENGTH (SEE TABLE) BOTTOM CHORD SEE STUD 10d TOE NAILS EA. END EACH JOINT W/ `L ° EA. END @ 48" O.C. \ APPROX. 8" FROM � ( �° 10d & (2) 10d TOE -� _ \ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE LENGTH (SEE TABLE) 48" O.C. � NAILS @ EA. END SILL b PLYWOOD EACH JOINT Wl (2) 10d � USP RT3A WITH 8-8d WALL SECTION FOR SPACING GABLE TRUSS "L" BRACE ATTACHED 16d NAIL -�� � 1/2 CDX PLYW OR FROM LEDGER TP 2x4 PANEL BLOCKING 7/16" OSB SHEATHING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. j • � \ & (2)10d TOE NAILS @ ATTACHED W/ AT EA. END - BLOCKING -1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL \� GYPSUM WALL BOARD - OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS =- NAILS @ 6 O.C. EDGES - -GABLE TRUSS \ AND 12" O.C. FIELD 2"x4" PANEL BLOCKING � 48" O.C. FOR THE FIRST W/ 10d NAILS @6" U.G. EDGES TRUSSES FROM EA. , • �`- • @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB - 1/2" CDX PLYWOOD OR - , • AND 12" O.C. FIELD END TYP. TOP & \ O.C. FIELD _ \\ 10dX3" Cu) 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING �� BOTTOM ATTACHED \,�� (2) 16d NAILS SINGLE "L" BRACING DETAIL 6 CORD ATTACHED W/ (2) 16-d TOENAILS (2) 16d NAILS THROUGH CHORD ATTACHED W/ 10d NAILS - .- —� �• � �- � W/ (2) 16-d TOENAILS '-� --2x4 "T" ON TOP OF PANEL l - 2x4 PANEL BLOCKING 48' 2x4 BLOCKING = SCALE: N.T.S. 55 r :AF -7 INTO 2"x6 P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6 O.C. EDGES AND 12" @ BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS10dx3" 4" O/C DIAPHRAGMWEEP SCREED " @ FASTEN WITH 10dx3" v 4" O/C SPACED „, OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANELINSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" 48" 0/C -WEEP SCREED W/ 2 16-d TOENAILS 10dx3" 4 O/C O.C. GABLE TRUSS MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. O @5/8"x lU" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 1 2x4 LEDGER MATCH BOTTOM DBL. TOP STUD WALL TRUSS VERTICAL ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" - - - MOISTURE BARRIER ( PLATE = - "= PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) USP SPT24 @ EACH STUD (2) 2"x8" "L"BRACE FASTENED WITH (3) NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION TAPCONS. SECTION 2 SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE WEB; USE SCALE: N.T.S. SCALE: N.T.S. Srj SCALE: N.T.S. 55 SCALE: N.T.S. Srj AS PER HIB 91 SCALE: N.T.S. S5 MSTAM36 ON OUTSIDE SJ 20'-0" MAX 20'-0" MAX LI 2x4 OUTLOOKER 8d @ 6"0/G 2 x 4 BLOCKING %All 10d "X" BRACE SEE DET. J/35 - CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN, BACKNAIL W/ (2) REFER TO SECTION N - N @ SEE STRUCTURAL 16d NAILS 24 O/C WOOD TRUSSES TOE NAILS @ EACH END @ 1A ON SHEET 35.1 N - M NOTES AND NAILING TOP CORD \ TOP CHORDFORING, AND N F SCHEDULE FOR _ BLOCKING FOR 24" 0/C (TYP) �` - USP RT6 USP HGAM10 W/ (4)- BLOCKING SHEATHING DETAIL EQUAL 1 EA FI TRUSSES @ RST FOUR ROWS 1/4"xl-3/4" WEDGE -f, -• BOLTS & (4) SDINFORMATION S 1/4" � 1� ' 1l ^ 2"x4" CROSS BRACE OUTL00KER 24" MAX. EDGES OF x 1 1/2" SCREWS - WOOD TRUSSES 60 APPROX. 8" FROM SHEATHING TYP. SS RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING1 EACH JOINT W/ (2) AT LEAST 90% OF WEB \ AT 24" O.C. ON TOP OF 1 12 1�2 10d & (2)'10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS_ z TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16"X/ Lu ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ z _ AT EA. TRUSS JOINT „ @ 48" O/C FOR THE (2) 16d NAILS „ EACH CONN. @ 24" O/C (2) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF WI 10d NAILS @ 6 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE, NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xl-3/4" -MOISTURE BARRIER —2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ 2 - '16d END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED / SEE PLAN FOR 1/2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS -- �,.. CONNECTION �— MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) , _ ,,..� '• -MASONRY WALL �'-ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION D 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ „ 2x4 T ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION SCALE: N.T.S. 2x4 (2) 9 S� ,: �.�.� BLOCKING W/'I ., 12d TOENAILS LI ' , ' j -I ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. ( ) E NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE:3l4"=1'-0" 55 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��5 ADDITIONAL INFORMATION. AS PER BCSI 1-03 SCALE: N.T.S. S5 SCALE: N.T.S. SJ U � vi C (DE10000 I­_ ® ® ® _ d ✓,9 O� 0L o 00 a am rnQ� K CORNER JACK o r Y B ® � IZ C� w 2 _ cn cn o rAL d a, b" N w , s g w._ Iiia' �.., 0_C?� 'sa z uj rZ' �• W ,fir � d- Is Ir ppip�4C� fie" 0 w �'-ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION D 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ „ 2x4 T ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION SCALE: N.T.S. 2x4 (2) 9 S� ,: �.�.� BLOCKING W/'I ., 12d TOENAILS LI ' , ' j -I ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. ( ) E NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE:3l4"=1'-0" 55 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��5 ADDITIONAL INFORMATION. AS PER BCSI 1-03 SCALE: N.T.S. S5 SCALE: N.T.S. SJ U � vi C (DE10000 I­_ � co om00 SCISSOR TRUSS m N dam, U 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2) 10d PER JOINT6.91 MAX. /� MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING _ - _ _ PRE-ENGINEERED AT LEAST TWO TRUSS SPACES �J 6" OVERLAP (SEE PLAN FOR �- WOOD TRUSSES LOCATIONS)10dx3" O/C @ 2"x4111 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 I� 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2) 10d PER JOINT6.91 MAX. /� MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING _ - _ _ PRE-ENGINEERED AT LEAST TWO TRUSS SPACES �J 6" OVERLAP (SEE PLAN FOR �- WOOD TRUSSES LOCATIONS)10dx3" O/C @ 2"x4111 TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT 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 1� CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING ) L'�BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE, SCISSOR TRUSS CROSS BRACING DETAIL("_JJTRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. 55 SCALE: N.T.S. 55 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 _ 1Sk "L" BRACE W/ 10d 4" O.C. 12 3 �� (SEE SCHEDULE FOR SIZE s.y MAx. 12 AND LOCATION) i / 6.9 MAX. / � L" BRACE W/ 10d @ 4" OIC 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) S5 GABLE TRUSS S5 =— . i - h it it II i is �7 , "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3' 0" 31-0-1- 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 1� CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING ) L'�BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE, SCISSOR TRUSS CROSS BRACING DETAIL("_JJTRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. 55 SCALE: N.T.S. 55 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 _ 1Sk "L" BRACE W/ 10d 4" O.C. 12 3 �� (SEE SCHEDULE FOR SIZE s.y MAx. 12 AND LOCATION) i / 6.9 MAX. / � L" BRACE W/ 10d @ 4" OIC 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) S5 GABLE TRUSS S5 =— . i - h it it II i is �7 , S5 12 \ DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 t D , STU S @ 16 O.G. lf- CONT.BEARwGCONT. BEARING USP HGA10 (TYP.) DBL. TOP PLATE STUDS @16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD _ GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4°=1'-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 P> 11'-0" MAX. - _-- � U � vi C (DE10000 I­_ � co om00 O (In m N dam, U Zi o)'o w ✓,9 O� 0L o 00 a am rnQ� K CORNER JACK N I(.MB�U L \/' Y B ® � U 2 rAL d a, b" N w , s g w._ Iiia' �.., 0_C?� 'sa z uj rZ' �• W ,fir � dd 3- Z Is Ir ppip�4C� fie" 0 To the best of the engineer's knowledge and " specifications comply with the 2007 Florida Building Code, Residential witli 2009 revisions U drawing. � O .-tLn z � M 0 O j r-, o S5 12 \ DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 t D , STU S @ 16 O.G. lf- CONT.BEARwGCONT. BEARING USP HGA10 (TYP.) DBL. TOP PLATE STUDS @16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD _ GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4°=1'-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 P> � U � vi C (DE10000 I­_ � co om00 O (In m N dam, U Zi o)'o w mL(y)m Nzi K U o 00 a am rnQ� rn 0 N I(.MB�U L \/' P B ® rAL d a, b" N v •p^�l N�,, 4I o -iii , s g w._ Iiia' �.., 0_C?� 'sa cn uj rZ' �• W ,fir � dd 3- Z Is ppip�4C� fie" To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential witli 2009 revisions signed and sealed for the structural portion of tlris drawing. O .-tLn z � M 0 O j r-, o C] �mn L d' tU � N Z -J fu J w J O ru Ln dJ L ,-a � 0 W�a Lu Lu z 14 F0— 0 Sao zo¢UaQ = �Wz �a O 8� = o U=Qt wCV t cr c:)�� 01 110 Ln lD Lu Q c:) �o� Lu � u O 4zvo Lu F. sQ�`zz 9 w co, F w 0 WwoQuOD P LU m 0 �w0u �at6. 0 Lu O�z¢ >- aLLL. o ® w ¢Fu- u_ z .. LU IL SCALE AS NOTED PLOT DATE : 12/14/2010 VERSION NO. 3mO"% JOB NO: 10-2257 SHEET NO. JAMB DOOR REFER 1 X 4 --1/2" DRYWALL DOOR JAMB (F;2EFER- — 1X4 1/2" DRYWALL DOOR JAMB (REFER- 1 X 4 1/2" DRYWALL ( UNACCEPTABLE INSTALLTIUN I f0 SHT. SDW2-K1MAX.DO NOT DO THIS P.T. TO SHT. SDWZ-K'1 PROPER INSTALLATION MAX8" 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. -- TO SHT. SDW2-K'1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS �1 X4 � 1 X 4 ~ 1 X4 3/16"0 X 3" LONG FURRING 1 X 3-1/2" LONG -/ FURRING 3-1/4" LONG X 3/161.0 3/16 FURRING � � TAPCON. INTO STAGGERED 16APCONS STAGGERED I L2Xg @" 1X8 P.T.PTSTAGGERED @ 16" O.C. II --1X8 BLOCK@ SPACING „ O.C. 2 -ROWS INTO 2 -ROWS INTO PER MANUFACTURE DETAIL MASONRY THROUGH n 1-1 /2 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. — 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER-*29, TAPCON TO SHT. SDW2-K1 FOR 2" EDGE DIST. TO SHT. SDW2-K1-�- CONN. DETAILS-----_____ TO SHT. SDW2-K1 -- FOR CONN. DETAILS FOR CONN. DETAILS10d @ 12" O.C.---- ---- .C. - -_ -1X4 n - FURRING [TJ 2X8 P.T. WITH 3/16"(1 X 3" 8 P.T. LONG TAPCONS 2X8.2x P.T. AS REQ'DSTAGGERED @ 16 O.C. 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4rr DETAIL #5 REBAR (TYP,) yP) 3/4" PLYWOOD DECKING GLUED - #5 REBAR (T AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD C q,., I lJ � STD. 90^ HOO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 K (TYP.) _�rJ TD. 90° HOOK (TYP.) FILL SOLID -- o ROWS STAGGERED 'goo2x tD v BOTH CELLS BAND JOIST W/ FACE NAIL W -- MM FL Mw DAN 1_ `pa U 1' Lill METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LO o rn � 0 v- 0 N GSH- CP LAP SHEATHING TO TRUSS VERT. WEB m i BOTTOM OF BAND % N CV 1 Y MA� A IF6. a"QM 4✓ ro, Eo' JOIST TYPICAL +2„ TC @FIRST COURSE (7�•q T, y0 .Qy LAP NOTCH WEB AT THE F a -!-5^ #5 REBAR (TYP,) yP) 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD C q,., ATTACHED WALL SHEATHING TO lJ � vi C 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 K (TYP.) _�rJ TD. 90° HOOK (TYP.) 0 0000 o ROWS STAGGERED 'goo2x tD v BAND JOIST W/ FACE NAIL W -- MM FL Mw DAN 1_ `pa U O ao C)) C)QCO CO Lill METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LO o rn � 0 v- 0 N GSH- CP LAP SHEATHING TO TRUSS VERT. WEB m i BOTTOM OF BAND % N CV 1 Y 3 i4 C A IF6. a"QM 4✓ ro, Eo' JOIST TYPICAL +2„ TC @FIRST COURSE (7�•q T, y0 .Qy LAP USP HGAM 10 @ 12" O.C. W/4 -SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" a — --T WEDGE BOLTS INTO K.U. BLOCK IRST 2 COURSES understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential wide 2009 revisions signed and sealed for the structural portion of this BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK - -aa- SECTION W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A EMBEDMENT INTO BLK,) 1/4" MAX fr 2'-0„ 8" 1 X 4 FURRING _ SOLID BLKG. AT TOP BTWN. -- 1/4" x 3 114" TAPCONS UPLIFT CAPACITY = 945 #FOR 1 STRAP BLOCK HEADER ARCH BLKG. & BUCK -- = 1890 #FOR 2 STRAPS 1/2" DRYWALL �L L �_(� �* 1 -PLY PRE-ENGINEERED TRUSS \ 8d NAILS AT 8" O.C. AT BUCK 7-- _ \ LEAVE A CUT OUT IN U.S.B. ON THE r� . USP RT16M W/ (8) NA11 NAILS & (6) 1" x 2n' TAPCONS 2 x 8 45^ DIAGONAL (4)10d NAILS INTO INSIDE TO ALLOW FOR INSULATION '' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)10d NAILS x 11' NAILS AND BRACE(S) - 2 x 8 BRACE/ BLKG.TO BE INSTALLED t (4) �' X 1 �" WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#1) 7/16" OSB 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 SYS SCAB TO SIDE OF I ROSS AS SHOWN FOR O.H. UP TO 2'-6" SCRIBE (NOTCH) '1., f * FACE OF ARCH W/ (3) 10d NAILS *DOUBLE 2x4 SCAB FOR 2' 6" TO 4'-0" BACKSIDE TO FIT ARCH _ — (4) 10d NAILS INTO 2 x 8 - AT EA, END CONNECT W/ 8d NAILS BRACE/ BLKG. O.H. ` \-2 x 4 SOLID BLKG, FULL WIDTH OF WALL) BTWN. OSB (2) 10d NAILS @ 8" O.C. INSTALL WDW. SCREW ANCHORARCH FACES W(4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 2X6 SYP 92 CONT. (MATCH TRUSS DEPTH — TO TRUSS TOP CHORD BOND BEAM OR CAST INTO ARCH BLKG. PER 4" MIN. OF BRACE , „ �- INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU IF TRUSSES USED) W/ (3) #6 X 4/z WOOD IN PLACE BEAM S 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH SWALL USE (CREWS (3) 1/4" X 31/2" TAPCONS AT 16" 16" O.C. MAX. ORIF MASONRY 2XOEk PLYWOOD SHEATHING RETROFIT TRUSS DETAIL START OF ARC } NG4 O.C. 12 + + E GTy N.T.S. ARCH DETAIL i RAID. JACK TRUSS PROVIDED BY SEE +-_ + SCALE: N.T.S. TRUSS COMPANY OR \ PLAN i - + +' SS 2x6 92 SYP @ 24" O.C. - + - _ BLOCKING AS ROOF SHEATHING ATTACHED --___ _ + - REQUIRED 2 x 8 BUCK -CONNECT TO BLOCK PER NAILING SCHEDULE ALL _ TO SUPPORT SECTION TRUSS + SOFFIT WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B -B (5) -12d NAILS ��- +__�+ EMBEDMENT INTO K.) 2, 1/4" MAX -0„ 8.. 2X6 TO 2X4 USP RT3A 2X4 SYP �, � FILL 1st 4 COURSES BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH EACH TRUSS SOLID W/GROUT BLKG. &BUCK � 1 X 4 FURRING -}— — PROVIDE 2x ---� - = CONNECTOR 8d NAILS @ 8" O.C. AT BUCK — _ _ CONT. W/ (3) 2 x 8 VERT. W/ (2) 10d - NAILS AT EA. END 12d NAILS PROVIDE (2) MIN, JACK TRUSS PROVIDED BY SEE LINTEL ~ PROVIDE 2 x 8 DIAL. BRACE BTW1d — SCHED. VERT. BRACES WHEN HGT. OF 7 TAPCON AT EA. SIDE TRUSS COMPANY OR 2x4 _ BUCK - (1) WITHIN 4" #2 SYP @ 24" O.C. ENTER SO IT FOR OVERHANGS BETWEEN OVER 11/2" BRACE EXCEEDS 24" _ LEAVE A CUT OUT IN O.S.B. ON T _� MIN. OF START OF„ CONTACT ENGINEER OF RECORD FOR 2 x 8 VERT. BRACE(S) _ INSIDE TO ALLOW FOR INSULATION ARCH 4-0 MAX SEE PLAN PRECAST LINTEL FURTHER INSTRUCTIONS. TO BE INSTALLED �;\ 2X4 SYP #2 CUNT. (MATCH TRUSS DEPTH SEE ELEVATION .1 BUILT UP PLWD. BUCK - IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG OVERHANG- IDE VERHANG SCRIBE (NOTCH) BACKSIDE \ - 7/16” OSB ARCH PANEL SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") TO FIT ARCH CONNECT Wl WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" START OF ARC O.C. 8d NAILS — 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. RETROFIT WALL OVERHANG DETAIL NTS BTWN. OSB ARCH FACESW/(4)10dNAILS _ _ EQUAL _ EQUAL SECTION @ ENTRY L SECTION @ROOF EXTENSION M FOR OVERHANGS BETWEEN 3/8'T011/2" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS NOTE: FOR OVERHANGS LESS THAN 3/8'• - NO REPAIR REQ'D. PER INSTALLATION DETAILS B-BARCH DETAIL K --�°-°�- 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. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED PROVIDE LOWER 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 FLUOR 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 / CAP TO PREVENT LEAKAGE ANCHOR — HTT16 W/ (18) - 16d NAILS TO BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL -FI- E) #5X6' EMBEDDED INTO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION y INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) (1) #5 BARS CONT. THREAD ROD EPDXIED W/ PER ANCHOR OCCURS �.. EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING g TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. '�, z ( REINFORCING COVER g�_ ' 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL F.F. (EVERY OTHER / EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP _ I o W ,�- NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL - p o D U REINFORCING AS FOLLOWS: - ' -' ' ;�.:..-- -�—SEALANTI=I" I I I I rII Ir� I Ir—T- — Q 1 T * PLACE LOWER HALF OF MORTAR IN BED JOINT. DU NOT FURROW. ='•':.'.`.:,: .'> .;.;;;:;,;':::•°. I=I=I I=I I --III- ..' `;r:<;;':. ;;,:;;:::.;•;.?', ,:f —III- v z #5X6'EMBEDDEDINTO PRESS PANEL REINFORCING INTO PLACE. "`':..,• r� o I I=I I=I I- z 6 MIN. LAP SPLICE W/ " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I—III=III ; Q EXISTING FOOTING 2-#5X6' IN CONC. * SMOOTH. DO NO FURROW. REINFORCING PANEL FILLED CELL p p .o II II I� II I II `V DRILL 3/4"X6" MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT / ';1;•';A ; ? .;.'.': = ; ` �' — �_ 1 I _ SET BAR IN EPDXY GRADE D .. P FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP �•., O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. \ o D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE — SEALANT ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL NV\ —(2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE COVER EAWAY 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) 16MIN. . A S ECTI 0 N 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) 21EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE 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, '00 - - 1`001111 C q,., lJ � vi C F- N 0)o -0 0 0000 o opo 0 V) jr tD v W -- MM FL Mw DAN 1_ `pa U O ao C)) C)QCO CO U) Q LO o rn � 0 v- 0 N GSH- CP m i % N CV 1 Y 3 i4 C A IF6. a"QM 4✓ ro, Eo' .x .:18 zio ro a tr :� c5? a U) < 4 °rIn , (7�•q T, y0 .Qy LAP T— a ✓� rryy baa To the best of the engine i S cnowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential wide 2009 revisions signed and sealed for the structural portion of this drawing. a ®moo M O Q gjMf> 0 1� Q W O I-- cra Z � —J Z J LU w J p Lf) (1) L V �-t o W1io LIA Luzzt-�° tv�a0 O Z y g a O Z IL Q g V� Q 1q- Ozp�a.w z ® g o o } o 0 r- v z w F 2 Z LU z U-) cl) � LU 4t J V)U� moa LLA � LU ¢zoo U0 U Oo zoaE�zz �F w0 to (D¢-j¢uP UQo s o• x o. JOw Q I..L.. J W LL LL z j � z > 0 SCALE AS NOTED PLOT DATE : 12/14/2010 VERSION NO. 108 SOB NO: 10-2257 SHEET NO. NOTE: PENDING BEAM BEARING LOCATION, THE *DIAGONAL SPACED SEE ,--ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF 2 AT 15'-0" O.C. MAX ° -- _ PLAN COLUMN W/ O 1 SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS HTW20 -JACK TRUSS AS SHOWN TRUSSES W/ (2) 12D NAILS EACH ( ) END TO TRUSS TOP CHORD OR GABLE END SEE TRUSS LAYOUT BLOCKING 2X4 BLOCKING — TYP. - �� I CLIP EACH "TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ -�•,, ��i - ---r USP JUS46 OR JUS461F � (SEE ROOF PLAN BUCKET TO COLUMN FOR TYPE) I % ° A 7/16" O.S.B. FLITCH i i'�� SECT. A -A PLATE TOP Cu) TRUSS l BRG. ®���� f_r --SUPPORT COLUMN BUILT-UP I - —FRAME OUT TO G T (2)-2x4's OR 4x4 W/ (2)-10d BLOCK EDGE NAILS @ 8" O.C. EACH PLY I F - —SEE DETAIL 4/D1 I ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) -- - - I i i FOR BEAM SIZE _ TOP CHORD WHEN REQ'D I (2) USP HTA20's EXTERIOR SHEATHING TO PREVENT PLYWOOD TYPICAL BLOCK�\zrz ; �` I \.i ��.-., i ATTACHED PER NAILING I �?r w/(10) -10d x 1 1/2 EA. TO COL. SCHEDULE — SPAN FROM EXCEEDING qCK WALL ---- ----- �i `�?�- ALT: (2) USP MSTAM36 I-- 2x SPF #2 MAX 24" SPAN (EITHER USSES --HIP STRAPS CENTERED I AT 16" O.C. CONTINUOUS LATERAL BRACING- SIDE OR BOTH IF REQ'D) G.T \ ? w/(13) -10d NAILS Ea TO COL. NAIL OVER X -BRACE AS SHOWN- - TIE BEAM _-_ INSTALL BLKG. AT TRUSS WEBS '�- �f I ---BUILDER FRAME FOR NAILING _'� _ RADIUS X -BRACING - 2x4 SPF OR SYP (2) 12D NAILS — AS REQUIRED w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX BEAM @RAISE® ENTRY CROSS BRACING DETAIL (TYP.) 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' = T-0" SCALE: 1/2" = T-0" K� TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS USP SPT24 TOP AND8 FOR BETWEEN 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. BUT. W/ 12 10d NAILS Dl ROOWALL F SYSTEM MAY BE NAILED EACH DIRECTION TYP. U.N.O.— VERTICAL SCAB—MIN. (2) 2x4 (TRUSS PLATE INSTITUTE) NOTE "THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN @ EACH STUD �\ / SPF TOP IT LANDS NE BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE XT TO 2 x 6 #2 SPF 48" O.C. ,/ INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS-- W/ (4) 1 O TOP & _ PLATE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d MIN. 2 x 4 SPF - _ _ USP LSTA30 W/ (11) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d @ 16" O.C. 1 O TO PLATE & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 1 O X 1 1/2" EACH (11)1Od TO COLUMN OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER �—COLLAR TIE l A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd .i : —USP M34 W/ (12) 8d X 1 1/2 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS i RAFTER (2) USP LSTA30 W/ - NAILS @TOP &BOTTOM LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING (11) 1 O TO PLATE & L' ' OF HEADER (REQ'D IF SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" (11)1Od TO COLUMN OPENING LARGER THAN 2x4 SPF 2 O.C. MAXIMUM. (2) 2x8 #2 SYP HEADER 4'-0") 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D _ _ - TOP OF W/ 7/16" O.S.B. FLITCH PLATE ` NAILS AT EACH TRUSS INTERSECTION. (2) #7X 3-1/2" WOOD 4x4 MIN. OR BUILT-UP CB- f- SCREW EACH TRUSS TRANSOM COLUMN EA. 2X4 NAILED 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. SEE PLAN w/10d @ 8" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT _ TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DBS- ` B-� TRANSOM OPENING (2) USP MSTAM36 STRAPS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS ARCHED OR FLAT :AZ CENTERED W/ (13) 10d DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE -ENG. TRUSS (OPTIONAL) NAILS AND (8) 1/4 x 2 1/4 2X4 BLOCKING TOP OF � IF REQ'D TAPCONS. 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP WALL SEE IF REQ'D (2) 2x4 SP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. PLAN 2 x 4 SPF SILL PLAT P.T. SILL PLATE DIRECTION TYP. ---- q \16" O.C. @� --` - DOUBLE 2X4 W/ USP DIAGONAL-- 2x8 #2 SPF RIDGE BEAM�, \` ---- USP @ Top & W/ (12) TT8dxOM AT 8'-0" WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT IF REQ'D USP SPT22 W/-------- _ 1/2 MAX TRUSS (10) 10d NAILS @BOT NAILS AS REQ'D TO 8FT 2X4 RAFTERS FOR SPANS LESS AND SIMPSON SP2 W/ '�-.- ``�, (REQ'D IF OPENING THAN 4FT @ 2-4-O.C. MAX. w/ (3) 10d 12-10d NAILS @ SILL - LARGER THAN 4'-0") / COMMON TOENAILS TO RIDE BEAM /i —J r OPTIONAL FRAMING TO BE MIN. 2x4 P.T. W/ /a'X311 MIN. 2X4 SPF UNLESS 2X4 CONT. AT`/CONC. MASONRY TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE T & B CHORD STEEL OR WOOD MASONRY OR 10d NAILS - ....._ -- OTHEOTHEELEV. FOR TRANSOM BEARING SUPPORT @ 6" O.C. IN WOOD. LOCATION MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE W/ 1" ANCHOR BOLTS 16" --_ �+� DOOR SEE LINTEL PLAN _ A -A ALTERNATE BLOCKING O.C. & 3" FROM EACH END 14DETAIL @ INTERIOR BEARING (2) 2x BUCK ATTACHED DOOR OPENING -SCALE: 1/2" = V-0"PER PLAN --- ----- --WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING LINTELS AT ENTRY DOOR w/TRANSOM SUPPORT WHERE TRUSS DEPTH EXCEEDS 5 TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = V-0" SCALE: 1/2"=1'-0" VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d �— — COMMON TRUSSES. TOENAILS TO TOP —✓I— SEE TRUSS PLAN PLATE & (2) 12d END --- —MIN. (2) 2x4 FOR CONNECTION STRUCTURAL SHEATHING ATTACHED PER NAILING NAILS TO TRUSS \ SPF TOP INFORMATION. SCHEDULE BOTTOM CHORD PLATE I I _ VARIES SEE PLAN VARIES W/ i - - FOR WALL LOCATION ROOF SLOPE 11' l - WOOD WALL-- \ MIN. 2x4 #2 SPF STUDS @ OR TRUSS. `-2X4 CONT. W/ (2) 1 — SEE PLAN 16d COMMONS 16" Q.C. W/ EXTERIOR NAILS EACH 1 SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO TRUSS OR SEE PLAN FOR �� PLATE BELOW ROOF SYSTEM TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE `p W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE / @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. SHEAR TRANSFER INFO. 4° EXTERIOR. WALL SECTION ENTRY r8 SCALE: 3/4" = V-0" K::7 SCALE: 3/4" = V-0" VERSION NO. 108 \s regLlired by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building :omponents 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 Dcal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory 1. EXTERIOR DOORS Manufacturer Product Description Approval Number(s) Test Pressures A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184_ R'1 +65,01-65.0 psf FL822-R1 H3 TherrnaTYu C Smooth star/Fiber Classic - FL8838 R1 + - 55.0/ 55.0 psf H10 FL10456 ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders (Milestone) Series 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL Clops BuildingProducts Residential WindCode Doors W5 8X7 FL5675-R3 +30.0/-32.0 psf HHCP2 FL817-R1 Clopay Building Products Residential WindCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf FL817-R1 (used in wind speeds ove,120nrah) Clopay Building Products Residential WindCode Doors W6 (8X7) FL5675-R3 +37.0/-4'1.0 psf HETA20 (used invvindspeedsover 120n1ph) Clopay Building Products Residential WindCode Doors W6 (16X7) FL5675-R3 +37.0/-37.0 psf HGUS210-2 FL11468 Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf FL11473 Embedded Truss Anchor Amarr Garage Doors Model #500 Classical (16x7) FL5427-R2 +38.41-43.7 psf Heavy Skewed U Hanger 12' • 6" Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf HTVV16 FL820-R2 Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.4/-43.7 psf D. OTH ER FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 2. WINDOWS HUS410 FL821-R1 HUS412 FL10531 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series -1000 SH Std -Sill FL9262-R2 +45.0/-45.0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider FL9236-R2 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.01-45.0 psf D. MULLION Fla. Extruder:; (Milestone) c r - FE�709/57'10/0711/5/12/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A E. OTHER LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R-1 LSSU28 FL10447 Slopable/Skewable Hanger 3. PANEL WALL LSTA12 FL10852 Strap Tie LSTA12 A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. '12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTH ER LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTV1112 FL820-R2 LTS16 FL10456 Twist Strap 4. ROOFING PRODUCTS LTS18 FL10456 Twist Strap LTVV18 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), AT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS FL11496 Tension Tie LTS19 FL822-R1 C. ROOFING FASTENERS Tension Tie LTS20B FL822-R1 LUS26 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL -11024 N/A Joist Hanger JUS414 Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES META22 FL11473 Embedded Truss Anchor HTA24-18 F. ROOF TILE ADHESIVE FL11470 Medium Girder Tiedown MUGT-15 FL11910 G. OTHER _ KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 5. SHUTTERS MTS12 FL10456 Twist Strap A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +'103.0/-103.0 psf FL820-R2 MTS18 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf MTS20 FL10456 Twist Strap MTVV20 FL820-R2 MTS30 6. STRUCTURAL MTW30 FL820-R2 Tension Tie COMPONENTS FL822-R1 PA51 FL11476 Foundation Strap A. WOOD CONNECTORS/ Simpson Strong -Tie FL10456 _ see chart SPT22 FL817-R1 ANCHORS USP Structural Conn. Stud Plate Tie see chart FL817-R1 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 Epoxy Boise Eng. Wood Prod. Wood [-Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A _ Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels FL62(34-R'1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the tirne of inspection of P p Pp p p 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 Simpson & USF' Cross Over Chart with Product approval Numbers Florida Product USP Product Simpson Produc Number Approval Product Description Number Number A34 FL10446 Framing Anchor IMP34 Florida Florida Product Approval Number FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10 5 8 2 Coll Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie D-5 Elegance Ovuble 5 inch Hoilzonlal Dulcin Lap 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 Sulid IU" Double 0Inch Solid Soft HSUR/L410 FL10655 Heavy Skewed U Hanger 12' • 6" Vented 16" HTS16 FL10456 Heavy Truss Strap HTVV16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R-1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie L STA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTV1112 FL820-R2 LTS16 FL10456 Twist Strap LTV1116 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie 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 MTI1V12 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 MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SPI 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 Titer) Anchor 717-846.37,17 26 Installing soffit and fascia Please nole:AIU Vinyl soffil's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits an: not exposed to direct sunllyht. For this reason, vertical or horizontal installation of soffits an walls is not recommended and cannot be guaranteed. Installing trim - Option A When fascia is applied without exposed nailing. :u I With open cava .,e.are . F channP_I l3 the exterior of lira fascia with the top ley resting against the bottom of the board. Secure F -channel on wall, level with the F -channel on the fascia. With closed cave: Use a J -channel in place of the F -channel at the wall. Secure all channels every 12" 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 cave: Secure ure F channel to the wall and to the a� do of the fascia beard, level with each other. Cul out back of channel to ft around rafters, if needed. With closed cave: Substitute J -channels for lire Fdeannels. Secure all channels in the center of the nail slots, 12" on center. irlst:calling soffit 1. Measure the distance between the inside of the inside and oulsldo (nuns. Allow 114 per side for expansion and cul the panels to length. Insert panels into trines. For eaves over 18 in width, you will need to install Inturnediate fading supports to keep file soffit from sagging. 2. Inlcr'ock panels as you would vertical siding. Closed sOfhl can be secured every 12' of center. 3. Most fascia ponol is not being applied, use an Fchannel or J -channel at comets of the overhang Io Property finish tie installation. 4. When ulfils meet at a comer, the joint can either be diagonal (mitered) or square (both illwlrared). Goth methods use made with J channel or it channel. 1-•-- ------ Fuca � II` r .t w T t Option A JS:IJ i duxre , 1 (v. I lchgcr\I 'x 1. tdtanccl WIN "all, + Option B ..-.�..-e,�•-•.`". ter" t u..E. Diagonal trim useh 7 'w;,.r i t 9 ?!'?'+r Ravy, °.^x,,,•„"'.'^y .3-'/ :IrJalrry�, if Straight him u50�� Jcharatas H{Tanfd r KAYCAN'"' ICC -ES Evaluation Report ESR -1495 Reissued November 9, 2008 This report is subject to ra-exesuritnation in two years. www.lcc-es.orcl 1 (800) 423-0587 1 (562) 699-0543 A Subsidlary of the tnternalional Code CounciN DIVISION: 0 I -TJ IERMAL AND MOTS FURE PRO TEG TION Sadism: 07460- Sidling REPOR T HOLDER: KAYCAN LID. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802)848-7010 www.kavcan.crm EVALUATION SUBJECT KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the Tulluw my codes: 200E lntu"Imional Building Code" (IDC) 2cou Intentallonat Ilesidenf7al codon (IR(;) 1997 Uniform Building Coco'"' (UBC) • UOCA, Nalionot Building Code/ 1999 (BNBC) 1999 Standard Building Codo° (SDC) Properties evaluated: • Exterior veneer • Wind resistance 2.0 USES Kaycan PVC Siding is used as an oxtedor veneer and as clodaru material un the ur7dum da of exterior roof cavus (self ls). 3.0 DESCRIPTION Kaycan PVC Sidling 13 horizontal and vertical lap aiding and solos manufactured from rigid polyvinyl chlorido (PVC) cullfuuning to the ruquirunutnls of ASTM 0 3679. the sitting Is used as an exlerlor wall covering over solid shoal and as soffit. ) he siding has a plain- or wood -grain texture and is avallablu Ill various colors with matching flint, corners, incl starter strips.1'he panels area minimum of 0.0401nch (I rem) thick. Lengths rangu aunt 10 to 12.5 feel ('1046 to 30-10 mm). Panols are formed vuth on upper edge having nail slots and a lower urge that hooks Into rho upper edge of the lower course. Tile sitting k; produced) in different profiles as desrnbed in 'fable, I of this report. 4.0 INSTALLATION 4.1 General: Installation of file sluing, Including the panels, corners, starter strips, trine and elhor accoswiy items, shall be In accordance with the manufacturer's published Installation Irulruclions, the applicable code and this report. In ill,) event of a convict beb,:eon the manufaularr's published installation instructions and this report, this report shall govern. A copy of the manufacturer's published installation instructions shall be on the iobsite at all times during Installation. Solid sheathing and a ',vater-resistive banner shall be provided behind the siding, as required by the applicable code. The allowable wind leads are, as noted io the presarlplive requirements or the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements ur where die applicable code does not provide proscriptive requhemenls. 4.2 Wind Resistace: Design wind prossures must bo determined ,n accordance with Chapter 16 of the IBC, SBC, UBC or BNBC cr Section 301.2.1.1 of the IRC. In areas whose the basew(nd speed (3 - accord gust do not exceed 100 mph (45 n1/e) t8U mllus per hour (36 mJs) (fastest milo) under the UBC], and the building height is loss than or equal to 40 foot (12 192 ant) in Exposure C areas, Installation )lust comply mllh thu prescrlpliva roqulronnenls' of IBC Section 1405.13, BNBC SUclion 1406.3.3, SBC Section 1403.9 ar IJBC SacGm �4U5, us applicable. In jusiWiefuns unrurcinu fi1u IRS, Installation much comply with Ihu proscriptive rC uiruni n s of IR Section f2703A per areas wilore rho baslu wind :,pond (J Cownd gust) is less than 110 mph (49 rids) in Exposure B, anal dues not exceed 90 mph (40 oris) In Exposure C or 051nph (31 w1s) in Exposure D. Fur applications In excess of the presci iptivo requiter nails, the design must be In accordance with IRC Scclion ((301.2.1.1. For applications in excess of tho prescriptive requirements, Ihu Kaycan FVC Siding has an allowable negalive'wind load of 70 pat (3352 Pa) [44 psf (2 107 Pa) under the UBC] when attached to a code -complying, minimum 7Ja inch -thick (10 nun), structural-rate(I OSB sheathing. Thu siding shall be attached with 0, -inch -long (36 sum).'/,; inch -diameter -head (10 nail), ria Inch -diameter -shank (3 rem), conosion-rasistarrt roofing nail; spaced 6 Inches (152 nun) on center. The structural sheathing and framing to which the siding is avachud are outside the scope of this report. ICC ES E,�'vr Hp ut t f P rf a ,f r 7ud,e,nu„G,r.: ncl:pcFjcnllY :,,lel s 1 , tl yl L r � ,forsz, -to/tl U/ / ry! it f ! Tl Blairs ,xunulry 6Y lCC_r-„LmrlonJ cr L,c.,rr ,., pli„l, ,u G Ci+T:,idL,I7�� (o a,y%n fi,g ........... In fl r>par1, �, vl-,nyprx-lien co,uxl Ly tl,c upon cid'7d�1 �� copyright 65 20ua R,ao 1 .12 ...._.... ,�,� ....._.. ,mow. -_•-•_•- - _- FaX7]7.AAh•03v5 717.846-37.17 Fa;rf1L8<16r0;555 Hs _R HR Engineering, Inc. HR Engineering, inc. 141$ E, Wr.K�tSt•,. S[ilte B 14'18 E. Markvt 5t., Suitt~ fl York. PA'114,l 1 York, PA 17403 21 Jurluary 2009 Nick'1'homtr.;oiu,.1 rodu(:t'1VIs111ttger- Sldntg:� fete, -tats Assgciate,c] Ivlaterbk, t LC 3773.:5t at Load Cuyahoga, Falls, Dhio 44223 VIE:. Florida l.vaivation, Cuventfy Vinyl Si;�ln I'FSC 20Q9 Deill=]Vlr. T lowpsan; 'fine following, Associated Material3 Jiryl. siding product; Coventry has been tested and analyzed In conforinaace. with ASTM D 3579-05 as r;quLed by Fll1fida ,[3! ilcling ;odc 2007, paraSlaphs 1 r04.(? and 1405.13 plus Florida e itlential Cede 4007 paragrFlj)11 70111 postural ttsting,.t0 AsTfy113 J20.&, as raquireki lzy ASTV1 3679, uas dopa aT Architectural Testing, Inc. and is reported in 77945.01-1(19-40 and 825"7.OI-109-10. Te>tin whys dfane far Alside, Inc., which is owned by Asso6atcd ivlaterials, LLC:. Coventry vi!iyl siding is produced in 5 coofigurations, Double a", Doubts 5" Dutchlap, Double 4", htouble 4' Dulchlap, send Triple 3"; all, will a thj!_-kuess -of 0..0,12" A stfengfherting feature of this product is that,it lel, a "rolled edge nail hell)", which Tonins a double1hickness at the nail 110111 edge, I ffa5!f✓• 1}E',-rfOrT:ef;d a (:Grf1171naltan 0,. rational nrld LCirnpaftlttv'?; T}Tlalyst's O!1 this product, which: includQ4 the. u3atldurory renuu8ul.Fnts. Of Ann_(ex A1.2.1 in ?.'Sal'Nf D 3679 Insta)l4l cit. rOgst be over 5/8" elinin eun mailable sheathing or if2" ultui inurt p1_'/wood- Installatlan Fe severs must be roofing nails with MY diameter head, 1/Fir' diameter shank, and if: IrnutrTlurfl lc^ng,th of 'I -"a/3". The allnwtlf),le designs wind In-essLifes for all 5 as3nff urrhtin incl-t7ding Double 5", ile,}gbfe 5" 1 ritehlap, MOIL 4", DPu.ble 4" Dun:Idap; apdrrFl irate 3` are 's"1--.173 psf for 8" stud spacinr3;', +/-1113 psf rix 12" stud spaCijst, lust /,,S15 psf for 1.6" stud sparing. In order to achieve these pressures, all studgiuyc nails ut4[1;n1 and all flails nit sl br:l in stuei:,. The ,&bov,5Qa1Tw5 ¢atT'Fi; ,earalpaled directly to the required wind loads in Chapter 16 of tire Florida Eulld!ng Code. I trust that this information is Sufficient for the project needs. If tkisF are, arty question, about this lepoi(, or 1f anythula additional is required, please '9dAse, tile. ailleerely yr�oyyurs;/j AllenN F2rees, P,:E, s. M, Sinlclural EngineerAA IR:ailr Florida License IVa. 1935,1:a rsf sV Co: 0:9010005 �1 1�a,v4a,vf, 200 ,,r+ r 22 January< 20p9 Ted fiectuan, P.G., Administrator, Florida adding code Conlrnission Ted Boustall and Associ.ttes,.1 1-C. 925 415, Street, Suite 1(14 ivliami Beach, Merida 33140 I Certification of In(fepenrlcuch Dein "Al. Berman; In Conformance with .Rule 9�-12.110 F.A.C. ",Criteria for Cerlilicatfon of lndependeuca", 1 offer the following. I aD1 a registered professir, nal engincul in dle: state, of Florida with license to ilibet 19314. l work, iu a nvp pct,on eoi sulfing Srrucl,ural engineering fun , "HR Bngictescing, file.", of which I a n the rnajarity owner; 1n rry work perfolneing an evaluation, I do not have, ntJf %vill I acquire, a financial interest in any Company rnanufacluriug or distributing products'for wilicli thu reports are being issued. Ili wy work performing au evaluation, f do not have, nor will I acquire. a fi332tricial inter -est ill any oche, entity involved in lheapproval process of the piuduct. I trust that Mitis is suffjcierlt fah the tflorida 1 wilding Coyle Cojlgnl ston's requijeniuuts. Ir them, life au)r �q11V:30015 tlbOUI. t}1ii certrfiCation of independence, or if anything additional is fbquiivd, i>lUnse advise (ne. Sincerely yours; PR Engineering, Inc. 15M11_pm Allen N. Reaves, P.b. Chief FnL,iueer ANI< ain' Cc: A soc:i;lk d 11\laterialls, 1,.LC 0!)01 UQOS Installing soffit and fascia Installing fascia 1. he3 ,llan ol, a undelslll OIm at v1e lop Of lire fascia buaki. 2. Measure dlstanue fern the Waver of Ihu F -channel to the lop of We undersell him, and then subtract 114" for clearance. Cut panel to widr. 3. Perforate the cut edge using snap -luck punch appruximately every 8*, ensuring vie "tabs face oalward. 4 Huck the leg of the fascia panel over the Fchannel, and snap the labs into the undersill Ism. It soffit Is not being Iuslalled, hook the fascia directly over the fascia board. An alleumlivo to snap -lock punch ultachn5enl Is to slide the top of the fascia behind molal drip -edge. Overlapping fascia 1.Ovedep fascia by cutting the buttal) edge of the underlaying pone), leaving a 1 ItT tab to be inserted inlo overlapping penal. 2 Overlap 3h1" (half the distance of the notch). mlde,A him rut+J 112' F -di -6 Fascia installation . 1 ^ Sa' urenup ,vetch Fascia overlapping Capping fascia 'ro )hake confer cap;, cut a piece of vinyl fascia that is 5 112" longUmv , . .P , u t1u e kcal u,nlelline un lire beck f W i' 2. Cut a 00' eeullun of We bottom flange from the (;enter, leaving a / �v 45' angle on either side, x ^} W 11 ti ssr! t 3. Use a hand sealnm or metal straightedge to fold fascia piece ;naplukpucc6 vy qts e JS l along vertical centedine to make a light -angler) corner. m til, vela a r i 4. Using a snap lock punch, make I) Jq a )fir "'t" . tabs just below the top edge of flee toy r corner cap, snaking sure that tabs face outward. Install corner cap by SJ locking fire bollui7 over (he existing If F -channel and snapping the top ��u ) qc as s , y r Fascia capping edge into the undersill trim W c a 1 rFk 9.if x, Fhx,P 5f �4i4i ti'j"1'rs {'yl°'r t._ !.i._... EfAYEA N'"' ESR -14051 Most W'idoly Accepted and trusted Wind reslaor co of the soffit panels is outside the scope of this report. 5.0 CONDITIONS of USE flue Kaycan PVC Siding described in this roportcomplies wi Ih, orfs a suitable allernalivu to what is specified in, those codes listed in Section 1.0 of this report, sub]eul to the fullowing conditions: 5.1 'The ailing is limited to inslallalions on buildings of I you V -U (IDC),'Typo 6B (UNDO), Type VI (SBC), and l"ypu V -N (UBC) cunuhudiun, and to construction ponnilled by rho INC, as appllcublu. 5.2 fr,e axle rer walla shall be braced or ,leallind to ruuisl rarkiny luuds with approved materials In accoidanco with of the applicable code. 5.3 The siding shall bo installed only on oxlorlcr walls over 'solid sheathing cepablu of realsling design wind prossuros botu positive and frugal Thu sheathing shall be cevoiud with a waler•rosislive barrier, ae required by rho appllcaiblu wuu. Page 2 of 2 5.4 The siding is manufactured in Richford, Venmonl, under a quality control program with inspoclions by Architectural resting Inc. (AA -un). 0.0 EVIDENCE SUBMITTED 6.1 Manufacturers publishud installation instructors. 6.2 Data In accordance with the ICC -ES Evaluation Guillotine for Vinyl Siding (AC37), dated October 2008. 0.3 Quality ducuntuolalicr in accurduncu with the Accoplanco Criteria lur Quality Documentation (A010). 7.0 IDENTIFICATION Tla Kaycan PVC Siding described Ili this roport shall bu Identified by a stamp bearing the Kaycan Ltd. name and/or tradernark, rho product typo, Ute statement 'Centenns ty ASI`M specilicalion D36'19," Ihu slalenlent"Conforms to DUO Standard 142", Ulu nano of the inspection agoncy (ArchlleduralTesting, Inc,). and the evaluation report number (ESR -1405). FA13LE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Battsn Single 7 inch VQmr l 10' - a" DA Avanti Dvuble :1 Inch Horizontal Dutch Lap 12'. 6" D-4 Marquis Dnuble 4 inch Horizontal D e Contuses Uoubo 5 inch Horizontal D-5 Elegance Ovuble 5 inch Hoilzonlal Dulcin Lap 12' • 0" U-5 Vertical Double 5 Inch Vel tiwl _ W-011 Lewislum Double 4.5 inch Horizontal 12'-f" Newport _ Single 0, inch lloriznntal to, - U" Ocean Park Hovel Dyuble 4.5 inch Ilobzontal 12'- 0" Ow"n Park UA,Q Uoudv 4.51nch Hudzoutul 14 1'2'- 0" Pluhuunl Sakes D-4 Double 41nd, r1wizo stvl 0 Platt nu n Surlva D -t Dutch Lap Uoublo 4 inch tlolizontal Dutch Lop 1r.' • G' PI:rlimmI Soft -T-3 - l6pla J inch Horizontal 12•.0" Pmvn _ Double 4.0 inch Hwievulal Slurra _ Double •t.5 flwi,onlul f•3 Closaiu _ Fl,i i inch tlodzonwl Dutch Lap I"2' • U" r-3 H,aiza,Zi rr'plo 3 inch Horizontal 2 .0„ Vented 6" Doubly 4 Inch Pvdurutud Sulllt 12' - 0" yemtcd 10" Double 6 inch Purfurulud Su1fil 12' • 0" Sulid IU" Double 0Inch Solid Soft 12'-0" Center Vnnlvd 12"i5ulid 12" Triple 4 inch P.Ually Perforated Soffit 12' • 6" Vented 16" QvaJmply 4 llch Perforated Soffit 12' - 0' ^ Solid 1G Quadeple4 fuer Solid:offit "I. OL. ICC EVALUA ION SERVICE, INC. E,alu:ac " Infonn + Protccd Los Anedca 8usincss/Rcglonxl Olficc 5360 w,:rk.an'tilt Koa,l s Wlu(cicr, CA9CWI (562) 699.0543 phone • (56Z) 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 acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. n Nosse - President ICC Evaluation Service, Inc. Bvnnv"",R<tev1 Olfiv< • 5760 Wor ),van Mill R.r"4 wn,nvr, Grivn„" %Oc91 • ISnll 5994717 w.v...icc-a•vrp Rv�lov.l Offac< • 9pp Havlclalr Ro<J. 5u,c A. Bv:n,n<h"v,, AI"b"m" 75117 • U051 1""00 R<i+oral Off- • 1051 Wa" FI..,"m.w. R.nJ. C,:vurl, eluh H In. {Iln.v" 10175 • (Ia51 799.1305 27 a --J Q) W U (U W �•• © O .� .� U) -� O CU p M _�_ U) S� 0 s.. r O 0 l .L cn 0 p L•E _1T W J SHEET N0. r l SHEET N0. F t'B&! ' &t 9 r� i4 dt f aN_ u 7. 'gIFA aI. - Exterior Uoor, oar ad7111.� 8 `Y. d. , ! P � t {I 3 L g d 1 4a� n i B ,ta: a,. �� .f1^I.Y_,1 t 1 - _ m'an5 Swinging Lxterior Door Assemblies IYr } X Y.nxia I A n,T' , yr,. pN 1.1:0.."4'., .e,d�'�:.:n� ac la l c,ra I L.a Y, I Vic I'dotrarro i ! rlat rope ! :lib « =i.,ucx:> , i.,h' yc .Wti a Fa a I i ,dµ,1, roc cert LCIS E,;tlM I L.J. '. :vaso, I j ''P I t1i - [14<[ Approval , ist.' .u� x U:cr Florida Profo:slonal Eng!near ...___ _ _ __.- J ^.. V ""slue,,'a, v� R"L_.-_.,tulip i-,_�.__�, A,, -,to, UctaA 1*r"' Evaluatlon Rope r[ -Hardcopy 12eceived FL # FL6184-R1 Lyndon F. 5chmidL Apphcathln Type Revision Approved fol t. in IIYIIZ: No FI filn4 R I 11 If1,3T 61G4.2,ji code Varelon 20;7 PE -43409 APPIICOtIon Status Approved II all Manu emEnt I stitute - AccrediWtiu d flallunal V Cuuid.ents Qaa lty ASSu 11L. Contract Explrauon Data 12/31/2012 Archlved 1=� Ryan ]. King, P.E. Product Manufacturer Pla,tpro Inc. / Nanya Plastics Corp. Addruc,/PhoneJEmall 52001N CENTURY BLVD. E.L@1SL,_K'LCUI CEIir OE_IGREP-E IdLN':E.udr L61a4 R1 a= EVA_ n 4. faf De51 n PfeSSple R,III lire all .rtl-,.-l..i_ ll( Other: See INST 610 3 Y - p g d LOS ANGELES, CA 900.15 standard Y_ (44U) 969.9777 Ext 16 101/I.S. 2 199 / rd rc,Qnnell VPIastPraln C.cU 111 Authorized Slgnahlre Ron O'Connell ASTM El06GJE1996 2002 rillocullnell631plastpi Ulnc'.rent ASTM E330 TEchnicii ReprooCitotlVO Address/Phone/Ercall Quality Assurance Roprosentit- Address/Phone/Emill Catoyuly Exterior Uoor, Flbar _- _. _ Subcategory Swinging Lxterior Door Assemblies f ndon F. chmid[ P.E. 43.109 old IIVHZ: 'fes Verl hid B L 5 A ved for nae out e Y Y ppro Co,npllanca Mo[IIUd Evaluation Repurl burn a Florida Registered ArcllilecL or a Llcel152d r ride enJent Third Part : Yes Ilafmn msLru!tiuns and _rested b I -t - I uzc Ilmltations insta Y P Y add , Florida Profo:slonal Eng!near ...___ _ _ __.- J ^.. 3164.2 1*r"' Evaluatlon Rope r[ -Hardcopy 12eceived Impact Resistant- Yes Fi.,[do Enyin:er or Architect Name wl,I developed Lyndon F. 5chmidL Frann:. the Evaluat on Re ort P Approved fol t. in IIYIIZ: No FI filn4 R I 11 If1,3T 61G4.2,ji A roved for use outside HVI IZ: Yes Verified By: Lyndon f. Schmidt, P.E. 43409 PP Florida Ucense PE -43409 other: soa If15T 6104,2 for Design Pressure Ratings, any FL6184 Rl AE EVAL G194 2 pdf Qual ty A„lir once Cnllty II all Manu emEnt I stitute - AccrediWtiu d flallunal V - r , In sldellte rotection". Drawln N0. FL -G 104.2 a acct tl 1 0 P ) Qaa lty ASSu 11L. Contract Explrauon Data 12/31/2012 S'ded,s (UXXV) Ilia Snd=lite Glai ng InSW lied Utillzln9 tae', Validated By Ryan ]. King, P.E. to Screw Frame. ---- __- '-- ration mseruc[imla Limits of Us. Inst I r'4 Volldatlon Checklist - Hardcopy KE,;dIved App_ of for use outside HVHZ: Yes Ve_rifi=_d By: Lyndon F. Schmidt, P.E. •13.109 Cetlticita of hldepaid-clI E.L@1SL,_K'LCUI CEIir OE_IGREP-E IdLN':E.udr L61a4 R1 a= EVA_ n 4. faf De51 n PfeSSple R,III lire all .rtl-,.-l..i_ ll( Other: See INST 610 3 Y - p g d Referenced Standard and Year(ofStandard) standard Y_ - . _. -__. ._ _._-- -__- _ ...,__ 101/I.S. 2 199 / N %p Fran -. 101/I.S.2/NAFS 2002 Approved (or use outside IIVHZ: Yes Verified By: Lyndon r. Schmidt, P.E. 43409 ASTM El06GJE1996 2002 _ _ _ 4 pdf T 47134 K1 AE EVAL GIII 1 Press Ira Ratio s L a3.1...._ n g,dny Oth.u: See INST 6134.4 for Desl I .. �.,.. ASTM E330 2002 n Dranvin r1U. FL -6184:{ re ardin siderite censer n "`) 7 9 9 U TAS 201, 202, 203 199.1 Equivalence of Product Standards Certified By 5ectlons from the Code Product Approval fdethod Method 1 Option D Dale Sub... lied 10/03/2006 (Late Validated 10/06/2009 Data Panding FEC Approval 10/19/2003 Data Approved lz/10/2008 S.umr-a of Products FL Jf Model, Nardi or Nan- Dcacriplion ____ - - - a. DISlhlctlon BeJes U to 3'U x G'0 Opaque Single (X) Inswing or outswing G1U4.1 V Flbar _- _. _ _ LSnnls of Use Installation 111-h-Uons Yn FLfl i I 2 II 1f15J 618•f 1 pdf A veJ (or tis,: I., HVIIZ. a A. ...1 ppro f ndon F. chmid[ P.E. 43.109 old IIVHZ: 'fes Verl hid B L 5 A ved for nae out e Y Y ppro Impact Resistant: Yes Created by TI lid Pally: Yes R,p.,nJent Design Pr-In.E: N/A Evaln::tiolr H,ports Olhm: see 1NST 3184.1 for De,,qu Pres�u re Ratln s any FL6104 R/_aF EVAL 6184.1_Pdf 9, r ride enJent Third Part : Yes Ilafmn msLru!tiuns and _rested b I -t - I uzc Ilmltations insta Y P Y add , r d d articular.. P P ...___ _ _ __.- J ^.. 3164.2 I e O a ue Fiber lass Sin le Door With 51de It action S=_nes J to 3 0 x 6 0 U b. Dl,tl V P 9 9 Impact Resistant- Yes rna r - Th 5idelite Gla<in hatdted JUlizln the. XU o UX e P 9 9 pasir n Prosser .:Nn J Frann:. Liman of Usa Installation InstrucLuns Approved fol t. in IIYIIZ: No FI filn4 R I 11 If1,3T 61G4.2,ji A roved for use outside HVI IZ: Yes Verified By: Lyndon f. Schmidt, P.E. 43409 PP Inrpucl KesistanU Yea Created by Ilidependent Ihlyd Party: Yes Uesayn Pressure: N/A Evaluation Reports other: soa If15T 6104,2 for Design Pressure Ratings, any FL6184 Rl AE EVAL G194 2 pdf Uddnonal use limitations, InstailatiII. !,Istructlons and Created by Independent Third Party: Yes product particulars. (* ISee General Note 3 sheet 1 of - r , In sldellte rotection". Drawln N0. FL -G 104.2 a acct tl 1 0 P ) 6184.3 C. DLtlncOon Series Up to TO x 6'0 Opaque Fiberglass Single Doet with Sapoito, S'ded,s (UXXV) Ilia Snd=lite Glai ng InSW lied Utillzln9 tae', (XO or OX) The Sldellte Glaz ng Installed Utilizing the Lip Snap Frame. to Screw Frame. ---- __- '-- ration mseruc[imla Limits of Us. Inst I Approved for use In HVHZ: Na FI.61r}q R1 II IN5T 6194.3.udr App_ of for use outside HVHZ: Yes Ve_rifi=_d By: Lyndon F. Schmidt, P.E. •13.109 Impact Resistant• Yes Cr=_ated by Independent Third Party: Yes Design Pressure: fl/A Evaluation Reports L61a4 R1 a= EVA_ n 4. faf De51 n PfeSSple R,III lire all .rtl-,.-l..i_ ll( Other: See INST 610 3 Y - p g d additional use Ilnaltatlons, installation In structlnns and Created by IndepunclEnt Third Party: 'fes product particulars. (� 5ee General Note 3 sheet 1 of f o. L 6184.3 re r 111 Idol n h r DlaWlll ! p "-) 9 9 J - . _. -__. ._ _._-- -__- _ ...,__ -^ r , I or with 6104.4 d. Dl,tlnctlo t ernes UP to :1'0 x C'IT Opaque Flit a,= sln 1 a Do ' Ides OXO Tlnu SldEll[e G lazln Installed,,,II'ilI the Side , 9 g N %p Fran -. Limits of Us< --_- --_- --- Installation In.la t ons Apin.ved fol use ill HVIIZ: No FL 1114 RI II IN T I184,q Lf Approved (or use outside IIVHZ: Yes Verified By: Lyndon r. Schmidt, P.E. 43409 Impact Resistant: YES Created by Independent third Party: Yes p.slgn PIES-.: N/A Evuhroti.n Reports _ _ _ 4 pdf T 47134 K1 AE EVAL GIII 1 Press Ira Ratio s L a3.1...._ n g,dny Oth.u: See INST 6134.4 for Desl I .. �.,.. * t' de endent Third Part : Yes and Created b' In add Donal use Ilm..d.ions, installation Instructions y p Y p roduct P articular,. * ce Gen oral Note 3 =_heat I of n Dranvin r1U. FL -6184:{ re ardin siderite censer n "`) 7 9 9 U Gl&1.5 =_. U stincLlun Serle. Up to 3'1) x 6'8 Opaque Fiberglass 5ingle Uoar will Lip Ull'(IQ1lr Llp Ute Screw Fra re. 51dellte, (OXO) The Sldehte Glaz ng Installed Utilizing the — ".-___-_- Lip Llte SCYOW frame. -- _ Limit: of Use Approved far us. In HVHC: fro Approved for use outside IIVHZ: Yes ImPnct Resistant: Yes Design P..ssnrc: N/A Other: sea INS7 6194.5 for Design Presv-ire Ratings, arty addrtiv nal use limitation„ installation Instructions and product particulars. (r"Sea General Note 3 sheet 1 of Dra'wing No. FL -618.1.5 regarding 9ldallte protection"') I atallation Instructiuns _610 R1 0 F - 4 II d oT . Sch . t, VerlflEd Uy' Lyndon F. Schntldt, P.E. 43409 Crcated by Indeependent Third Party: Yes Evaluation Reports FL6194 Rl_�E EVAL o104.5.pdf Created by Independent Third Party: Yes 6184,6 f. Dlstlnctlon Series Up to 6'0 x G'9 OPaque Double (XX) Insn'ing or Out -Ing r" 1 ;.,.:a "' 88"a 1 d� t i rj'II`fa1,.tHII�+ FIUmglas Do., - Li nri[s of Use Installation Instruction- Appr.vod fur use in HVHZ: No FL6104_R I 11 IN3T 6184.6.odf I 11 Approved for use outside HVIIZ: Yes Verified By: Lyndon F. Soh... ut, P.E. 43409 ''�. Impact Resistant- Yes Created by Independent' Third Party: Yes pasir n Prosser .:Nn J Evaluatlon Rc ort P a in s an 84.6 far Da91 n Pressure R t Other. Sea @1sT 61 9 , Y 9 FI fi B4 11 t _84 I f 1 2 Ac _-Y2 I II t in;tru<tlon5 and Use Iimltatlons ns addltlonal , r _ e 'Third Part• :Yes r at d b Inde endent / Y p rgduct a,ticulars. P FL N g,_� --____ --.___ --__._ ___....._., 518..7 g, U Ltinction sones I r lass Uouhle Oobr w 11 U t1) 69x 6'90 a ueF be P P q 9 lG/31/ZU11 S'ded,s (UXXV) Ilia Snd=lite Glai ng InSW lied Utillzln9 tae', 200'7 Snap Frame. Limns of Use Ins[ Ilatron In..tructl.ns Approved for us. In ll No FL6124 R1 II 1.151' 6184. J,I�f Approved f......utside HVHZ: Yes `✓i irlEd By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes rredted by independent Third Party: Yes Design Pre sura: fl/A Evan nation Re orts P tither: Sea ifIST 6104 /for UeSlyn Pr aside Ratln9s, any _619_4_ fit A^ 'cVAL 6104 / pdf adJRlonal u e li �t .i ,, installation mstnucBmts and - ndent Third Part : Yes _reared by IndvPe y product particulars. (o15ea General Note 3 sheet 1 of zt)U2 Droning rlV, FL -6184.% regarding aidelite pr otecllot-) ASTM E1300 _ .._ _ -.-... ___ _..._ 0104.9 h. Distinction SeM�s Up to 6 0 x 6 0 Op q e Flhuglass Double Door with 5J n 5pa r SU Il imttteCl I ll -I U g I the Siderite Glazing Installed UtIII_ [he -- �^ Lip Ull'(IQ1lr Llp Ute Screw Fra re. _ L{mils of USC Installation I"It,Uet101ri Approved for use in tiv"z: Ne F1.61a4 R1 11 1NS"T 613A.3.vdf Approved for....utslde RVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Dcsiyn Pressure: NIA Evaluation Rcpu.ts Ud_: Sea I1!' T 5194 9 for Design Pressure Ratings, any FL21n4 Rl AE EVAL 6184_8.p3f uddltlon al use Ilya Ration , Inatallatlon Instructions and Created by Independent Third Party: Yes product part talar,. ( e. Gunurai Note 3 she=t 1 of Created by hldependvint 71111d Party: Yes Drawing No. FL -6104.6 reg.-,rding sldelita protection") Design Pressure: N/A 0 Nc 11 Ccpawmcn[ d/Con rmwMy Af/.>ira rWr Jeb rJ yCd goons C Je " ,a 4i C k 1 - M 2555 n, N II. ralbn - F J !1J- 100 .sal !al _a_e, .aa re.-) a1+d42f -rrFh _. 1 -Sala arc ar: d i dk i } i 1 -'^ a- a a m aJ tr d a hvl,J. e,a Exterior Doors -r ,. - ;y 3 2 e' gT tId y Iq pr Y a t ! S' 3 ,A' .f7 "r'� 'aF Swinging Extoller Uoor Assemblies r" 1 ;.,.:a "' 88"a 1 d� t i rj'II`fa1,.tHII�+ Evaluation Report hurl a Florida Reglstered Architect or a Licensed .,._,. _. J-xs4I�iYtz1a+xLs'{meati-',+d'da Florida Professional Engineer "mrulu•.G x.+l'ai L'culn ov j. w9m 1 u.-rha9ruma i I HnugpEa I =tcr.E..•d.ud j .a.a&r"a (PPumlum a:. >oa.,n 1 i rL, _taR j Lassa?Mali , u , Florida Engineer or Architect Name who developed Wendell W. Haney - Co t Instep' I n I t 't/,}aPr-J L[rAiP oval v'f USER i' V:er A roved for use in HVIIZ: Yes vv npprovod for use outsld< HYHZ: Yes Impxt Resiswnt: fto FL8833 I f Il IN ; f 438.1 d( P._ Venfled By: Wendell N Ha y P.E. 54150 Created by Independent Till d ,+arty: Yes L sSa,10.:I-v="_: V.C� r52f.?3�pUr,l]y1=: _.. 5Il4:L. app4r.,tlon Uc[aii PE -5.1150 FL N FL8838•Rl National Accredltatian and Management Institute Application Type lievlsion lG/31/ZU11 Code Version 200'7 L.F. Schmidt, P.E. Application Status Approved Loa VUliditivin Checklist- Hardcopy Received Comments CUr Ullcete of Independence fL, Rl C,JC y(;t&L F INUEPENDEN_C,_E,p1J( Archlved 4dµ S-rdard Product Manufacturer Thenna-Tru Corporation Accepted Engineering Practice Address/Phan,/Email 110 Industrial Drive A5TM EIJQQ zt)U2 Edgerton, OH 43517 ASTM E1300 2004 (419) 290-174V TAS 202 1994 5J n 5pa r SU Il imttteCl I ll -I U g I e5. U 5 Authorized 5lynaun. Steve Jasperson Without Sldehtes - (X, XO or OX, OXO, XX and OXXU sJdspus-n(�tlta I notogies.us onfi ostium, u to 8'0 in hclr Int 9 P _ J ) 'rechnlcal REpra.antative Add,a;5/Phone/Email Quality Assurance Representative Address/Phone/Ernall category Exterior Doors .Dcacriplion _,-,_, Subcategory Swinging Extoller Uoor Assemblies _ _ _ ^ a. 'FlberClar"Ic / S...tothStar' Cunlpllmrta Method Evaluation Report hurl a Florida Reglstered Architect or a Licensed X Evaluation Report - Hardcopy Received Florida Professional Engineer OXXO Product Manufacturer iM Evaluation Report - Hardcopy Received conllguritlons up [o 5'3 in height) Florida Engineer or Architect Name who developed Wendell W. Haney - Co t Instep' I n I t the Evaluatlon Kepart A roved for use in HVIIZ: Yes vv npprovod for use outsld< HYHZ: Yes Impxt Resiswnt: fto FL8833 I f Il IN ; f 438.1 d( P._ Venfled By: Wendell N Ha y P.E. 54150 Created by Independent Till d ,+arty: Yes Florida License PE -5.1150 Evaluation Reports FLU83 3 1 AE E -E94 UO U4.pdf !i__. _ -.Q._ lit As5urance Enl t ua y Q v National Accredltatian and Management Institute F r 8' S H1 AETEVA_ 313 :8 1. LJ 3 _gilt qual lty Assurance CUntrall Expiratliol Date lG/31/ZU11 Pa : Yes Created v lode endent Thhd Y y p Y Validated Dy L.F. Schmidt, P.E. Referenced Standard and Year (of Standard) ShInd,nd year Loa VUliditivin Checklist- Hardcopy Received _•_._w._ _ ae Fb las, Goers with and In ell Insulated V a q y y p without Sldel nes • X XO or OX OXO XX and OXXO CUr Ullcete of Independence fL, Rl C,JC y(;t&L F INUEPENDEN_C,_E,p1J( Addreu/Phone/Enlall Refereucad Standard and Year (If standard) S-rdard Year Approved (or nae ir, HVHZ: Yes Approved for use outsides 11VHZ: Yes Impact Resistant. fJI Accepted Engineering Practice 2007 Dcs{gn Pressure: fl/A Other: See INST 8338.2 for DeSlyrl Pressure Ratings, any additional use I'maa[lons, Installation Instructions and A5TM EIJQQ zt)U2 - P rcduct articulare. Nate • ASTM E170U 02 utilized for ASTM E1300 2004 r ^ ^Inside the HVHZ a iia. . TAS 202 1994 Equivalence of Product Standards Certified By 5ectlons from the Code Product Approval Method Method 1 Option D Data Submitted 06/24/2008 Date Validated 07/12/2008 Date Pending FBC Approval 07/18/2008 Date Approved 09/35/2008 5wl .uory of Products.._-________,._____.��_W FL #-,--N Med<!, Ma,rra.. lir Harm .Dcacriplion _,-,_, -__- _,---,.-._. - 8o30.1 _ _ _ ^ a. 'FlberClar"Ic / S...tothStar' Vut5wing Insulated Opaque Fiberglass Doors with and Comments X Evaluation Report - Hardcopy Received wlthuut SIuc11lu5- (X, XO or OX, OXo, XX and OXXO Product Manufacturer Tharma•7rJ Corporetian conllguritlons up [o 5'3 in height) 133 Industrial i _ _ �_�______ -- LlnrI" of Usa - Co t Instep' I n I t QuaIILy Assurance Contract Esp'.ratlon Late A roved for use in HVIIZ: Yes vv npprovod for use outsld< HYHZ: Yes Impxt Resiswnt: fto FL8833 I f Il IN ; f 438.1 d( P._ Venfled By: Wendell N Ha y P.E. 54150 Created by Independent Till d ,+arty: Yes sjasper sono-`tltcchnclogi<5.u5 DCsig lr Pressure: N/A "T f r Desl n Pressa:E Ra[In 5 an Other. See 1NS 0030 1 a 9 9, Y Evaluation Reports FLU83 3 1 AE E -E94 UO U4.pdf !i__. _ -.Q._ Cetificate of Independence aJditlonal J lir-IIG4lons, insta 71st on nucructimu and F r 8' S H1 AETEVA_ 313 :8 1. LJ 3 _gilt 5Landald Year Product Uar [IC liars. (dote A�TP1 E130U-1)2 utlllzed fo r Pa : Yes Created v lode endent Thhd Y y p Y Regiuns (WBDR) or (2) Opt. Frame d Glazing that DOES r s III Ide the HVHZ acs Referenced Standard and Year (of Standard) ShInd,nd year __ -- - - -r n v aslar 833 d.2 _ b. FIL.I _la„Ic s t lit _•_._w._ _ ae Fb las, Goers with and In ell Insulated V a q y y p without Sldel nes • X XO or OX OXO XX and OXXO ` cant ural ons a Lv G 0 n hei ht g p 9 ) Addreu/Phone/Enlall Limits oT Us< In stalled- Instnrctions TAS 202 1994 Approved (or nae ir, HVHZ: Yes Approved for use outsides 11VHZ: Yes Impact Resistant. fJI FL883II R1..JI INS'. 89381.vdF Verified By: Wand ell W. Haney, P:E. 54158 Created by Independent Third Party: Yes Uthcr: 1 H-LC45 53xtl4 NFfdt Cut IIwtU 4730 302 01 ( Dcs{gn Pressure: fl/A Other: See INST 8338.2 for DeSlyrl Pressure Ratings, any additional use I'maa[lons, Installation Instructions and Evaluation Reports E.LQB39 RI AE FO Ed•i i1,Q Q-{,pdf FLan7n R1 AE EVAI_087A,Z.11�1f 5, 408, 426, 555 -_ ------------ - P rcduct articulare. Nate • ASTM E170U 02 utilized for r- pa :Yes _ oozed b Inde indent Third r Y Y N Approved for use outside HVHZ: Yns Vmd ed By: Mark Westerflold FL PE 48.195 r ^ ^Inside the HVHZ a iia. . Design Pressure: +30 PST/ -70 P5F Evaluation Reports Other. All OP NUNAL 9lazin90 available for !iris product L5675 R2 AE CBPC 081027-A.bdf 1” 0030.3 C. "FIUafCIds51S' /'Smoot Mar t t d O a ue Fiber 1359 Door, o iL,Yv lig 11151aCe p q y with and dl- Pr twee Jbemrnts for Nfind-bona Deans &CY e. E7 Without Sldehtes - (X, XO or OX, OXO, XX and OXXU product w/o gla2ln J DOES conpply with the Impact res slant onfi ostium, u to 8'0 in hclr Int 9 P _ J ) 5^075.51 051 4`16.09 PArI-2F153: 73, 75, Steal Pan (nlln. 25 ga.) Single -Car (up to 9'0" Wlda) Ll:ni is of Us. Installation Instructions ---_-_^esislant Limits of Use Installation Instructions Approved fur ua<in HVHZ: Ye; FI -0830. It! Il iN_'T 8838.3.pdf Yeat.d h Ind- endent Third Part :fro Ira act Resistant: Yes C Y P Y P Approved for use outside HYHZ Ye= 4 5 Veriried & :Wendell W. Hone P.E. 5 1 0 / y, Impact rusl5fant gla2ing a1'e Ilnpa,t rest=tont (la ye m _slla Crated by Indopm del[ illud Party: Plo jp Impact Resistant. flu Created by hldependvint 71111d Party: Yes ___._... W,._., �_ 052 YY6 L, PAN -<F 153: 73, 75, Steel Pull (, Hin. 25 ga.) Single car (up lu 9'0" wide) Design Pressure: N/A Eraluation Reports Created by hldupandant Third Pm ly: Yu. Other: See INST 8838.3 for Design Pressure Ratings, any _LQQ38_Rl_A_ EQ -E84 •g0_04.pdf Approved for use in HVHZ: No FL5675 k2 II 101348.0-Rsyl7mdf additional use hmita[ions, installation instru clines and - Urodud particulars. (Nota -ASTM E13UO 0211 [Illz.d for FL8338 R1 AE =VAL 3538.3.udf re e P •Yes _r_at_d b Inde endent TIINd art e y p Y Design P.......: +36 PSF/-42 PSF Evaluation Reports t HVHL areas inside [ e wllld load I'equlre»cnts of the building coda but DOES PLOT Cr=_.ted by 11PICPeldent Tllird Party: No eat the impact resistant requirement for windborne _,._ = rr _ V __ - Clas_I S isetnStaf 4 8038. 4 d. "Fiber / _ c L FI -;i lass Uoors with hl5win: LrulatcJ o a Ie uu J P _. -. and 053 W6-16 PAN -2F753:'73, '75, Steel Pan (min. 25 ga.) Double -Car (9'2” to 16'2" vide) without `1 II - X XO Ur OX UXO XX and da las OXXO _ confi urations u to 0'0 In hei ht 9 P 9 ) �� T_ Limits of Use Installation Instruction. Limits of Us< Installation Instructions im ct Resistant: Yes Created a lnd9 Elld alit T11hd Part : rlo P Y p Y Approved for use in HVHZ: Yes FLili RL It IN5T 8830 4 odf Irnpa:t re,l9tan[ glazing are ImVact-resistant (large missile Created by Ind=pendent Third Party: No Approved for use outaldo HVHL: Yes Verified By: Wendell VV. Haney, P.E. 54158 054 WG -16 PAN -21`153: 73, 75, Steel Pan (ruin. 25 ga.) Double -Car (9'2" to 16'2" wide) - r Ira act 0.esistant. !o P Created n Inds endent Thlyd Part : Yes Y P Y G'eat6d by R1tl¢penden[ Third Party: Yeo - D m n Pressure: N/A e 9 r n pressor- Rahn s a :"f 8033A fa Uv.l Other. SCE if � 9 g . nY Ev-aluaHon Rc ort, P FL9333 R1 AE FU E84-00-04.odf o-. n Approved for use in HVHZ: fro F�5677__R -17 -10 ;jQ•Orj3eY1 h rr udf I Innal ase I mitatlon9 I ns iallatlon InstructonS anal adrl t 9B38 R1 [ 6A3 A�EYA-_ d1 Design pressor e: 437 PSF/-41 PSF Ev::luativn Reports h 02 dT zed for codutt alticulars ( Noce - A07 1 E1300 P p - nd nt Third Par- : Yes Created b Inde e e Y p Y the impart stant r?qulrQuiert far col llditol've 'Inside the NVHZ Milestone Series 1000 SH Alwninwn Non -Impact Window with I --&,, rltut, __ _ >_a s a3a I ) j r "h r` p y x - x+t F s E� a Pi! YA ny R_ t . F r I r� gg r1 �" A r ...�s••�-'b €n e 1 l' agar r ...r: ar 4 i.'7,a!,-4,.ak..um4liG}„'ra.,.. t((dthl�"3F� dela ifoA.e ,:ago I,_,,_yea.an I ant lapis r 'to, dory, I s .Sr- I Pu A,dIvd I CDC Guar F eels Jne-P I ,dr, I ••.,:ell j �- Pt.duct Approval Ustrn RbLc Ua•.r Application Status IT211i..--L�Yat1:.aL>-••4. ,{,xcn •yyicrtia [Fta1 Comments FL 3 FLIZ441 Application Type New Code Version 2007 Application Status A77roved Comments X Evaluation Report - Hardcopy Received Archlved ii Product Manufacturer Tharma•7rJ Corporetian Address/Phene/culall 133 Industrial i Quality Assurance Entity -Edgerton, off 43517 QuaIILy Assurance Contract Esp'.ratlon Late (419) 296.1740 Validated By sjasper sono-`tltcchnclogi<5.u5 Authorized Signature Vlvlan Wrtght Cetificate of Independence Hier, orabldgcansultants.com Technical Representative Address/Phone_/Ernall Quality Assurance R=pre'v_ntatNe Address/Phor a/Ernall Category Exterrar Else,$ Subcategory Swinging Exterior Door ASsemeies Cornpllance f•tethod Evaluatian Report frau. a Florida Registered Alcllltect or a Licensed AUUllcaflnn Status Florida Profess -nal Eng neer CummerRS X Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who devel-pad Lyndon F. Schmidt, P.E. the Evaluation Report FI5675 R2 11 102110 R.I14.pdf Florida Ucense FE•43409 Quality Assurance Entity National Accreditah.. and Management Institute QuaIILy Assurance Contract Esp'.ratlon Late 12/31/2011 Validated By Ryan ). icing, P.E. - F -•s f eat tri= wind load regmr^-meat; of the BC n'vo type a of `Jalidation Checklist -Hardcopy Received Cetificate of Independence '_ _441 F& CQL_:ER riFIrA I E OF INDEPEN DEPI(:�,iff Referenced standard and Year (if Standard) 5Landald Year a Cy,l c presale r=qu r=nlents fol NJ rid Lvll e DEUM- 101/!.5.2 1997 Regiuns (WBDR) or (2) Opt. Frame d Glazing that DOES TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code l r I 'r r :-F I q h'. 5 0 i IA'• ! -. L APi 4i dL h3rtGtl3 tlfi µ( :.tl f jj o" i r ! 1 tL: �J �T -T€ r � r _fG Nd I G s1r ' - 1 , Ya..a.uE •. �..' a#fu f >, Nyv' 9. I .._t , 1. ,, t as lr1l;tmk:p $�dPnl $la_�* r aa,�f"fl,ao `�„?::`.� ecu Hvnc 1 L. a, I u_ar ,era I „try., i s D,*t,U1 mrLa i _c. -,..Far I Pdet_at-n- 11_ t,R, f_is_t-nay coal : "I'll j g .-g su /(r P d ct Approval `1-1 -, JsrR a.Hc uec 1 N._, 6' �Lfettar2n'^.,rn i �ysl,':t , A ,'Licalien Detail FL M FL5G75-R2 Applicat Un Type Revision lode Valslnn 200 / AUUllcaflnn Status Approved CummerRS R Evaluatlon Report - Hardcopy Received Archived rd Product ldanufacturer Clopay Building Products Company Addr-y PJnane/Snail 8595 Duke Blvd. Mason, ON 45040 (513)770-6062 mwestel fleld(4do pay.cam Authorized Signature Scott Hamilton ,hand Iton(wclopay.com Technical Representative Address/Phone/Elnall Quality Assurenc,a Ro•Vresentative Addres_s/Phi n e/Ernall Category Exleria, Doors Subcategory 5e,dunal Ext-ior Door Assemblies Compliance Method Evaluatlon Report from a Fiords Ite91stered Architect or a Licensed 73 75 1500 190 7G 7GV 4RST WINDCODE, W5 Gara e Door U g �__- JL Florida Professional Engineer SS 48B 4213 555 R Evaluatlon Report - Hardcopy Received Flwida Cn glneer or Architect Name who developed Scott Himiltin the "evaluation Report FI5675 R2 11 102110 R.I14.pdf Florida Ucense PC -03286 r uaht Assurance Entit Y Y Inlerlek Testis Services NA Inc: ET Warnock Horse U U y Quality AS`,uraIKv contract Expiration Uste 05/21/2023 Validated By Gary Pfuehler - F -•s f eat tri= wind load regmr^-meat; of the BC n'vo type a FA Volditivn Checklist- Hardcopy Received Curtlflcate of Independence �L5675 R2 COT renin -tion of IndEpe-,Ljg, as yr VdliddllUn Entity in ha D ES meet the Lar e 111 silo Ira ad Flare ,i, r az t t 0 9 lb P Gary Pfuehlen.pdf a Cy,l c presale r=qu r=nlents fol NJ rid Lvll e DEUM- FL5 5 $',LQ(-;t.Ig(EU)} J1)i_4� ILLg"adg-Se of__Evaluation Entity - Regiuns (WBDR) or (2) Opt. Frame d Glazing that DOES 5 �ir , djUlLl,pdf Referenced Standard and Year (of Standard) ShInd,nd year p, uJue[ w/o glazing DUES comply •,vith the intpad resistant ANSI/DASMA 108 2002 reculr'elnallc for WBult (ref 16u) 1-4 FB ) As, IM E33o 2002 Addreu/Phone/Enlall TA5 201 1994 5675.25 TAS 202 1994 D<sldn Pressure: 445/-•15 TAS 203 1994 EquivalCnce of PI'odLICt 5tandard5 Ce rtlfied By Sections from the Code Product Approval hlothod Method 1 Option D Date Submitted 07/01/2009 Date Validated 07/0272009 Date Pending FBC Approval 07/09/2009 Date Approved 08/11/2009 r vq U24 WS u9 PAN 2F351: &1A 9.1 _ Ste=_I Pan con. 25 o. Sin le -car a to 9'o"wide S a75.. ( I 9) 9 ( P ) 73 75 1500 190 7G 7GV 4RST WINDCODE, W5 Gara e Door U g �__- JL 4R5F 6RST 6ftSF 2RST 48 42 , r , , ________ _ _ _______-__ ___ ___ _ _______ _____ SS 48B 4213 555 Approved for use in li No rL1 X441 RO tt 1NST 1?441 1 bdf Lim t f Us. Installati- I t uctio ,s Approved for use in HVPI No FI5675 R2 11 102110 R.I14.pdf A ppro ved for use outside II VIIZ: YES nfI d Marx W st field FL PE 48495 Ve e e e e Y • J A In, set Ra.laant. r P eated v I d ndent Third Part : No Y P Y P"F -32 PSF Desi n Pressure: r30 � / e Evaluativ R r[s P I n savalla bre for tnla raduct Other. All OPT10fjAL aZl 9 P 9 f F_5675 R A _BPC 0610 tit Z A. _... U - F -•s f eat tri= wind load regmr^-meat; of the BC n'vo type a Created Ind= =rid=fit Th rd Part : rlV y p y Opt. glazing are avallabla (1) apt. injection Molded Lexan Impact Resistant: Nn Created by Independent Third Party: Yes in ha D ES meet the Lar e 111 silo Ira ad Flare ,i, r az t t 0 9 lb P Other; Sec INS r 12.141.2 far U-1 J I Pl assure Ral ny„ FL 12441 RO AE EVAL 12441 z.udf a Cy,l c presale r=qu r=nlents fol NJ rid Lvll e DEUM- product particulars. Regiuns (WBDR) or (2) Opt. Frame d Glazing that DOES sanlord, FL 32771 fIOT Ince[ the Impact resists fit requirement for WBDR. The (407) 323.33uC) Eat 33.1 p, uJue[ w/o glazing DUES comply •,vith the intpad resistant jllake$ylluridaextruder..corn reculr'elnallc for WBult (ref 16u) 1-4 FB ) Bou Juni. Addreu/Phone/Enlall 2541)I...It Lane 5675.25 - `-� - 025 VV5-16 PAN -2F153: 84 A, 9,J, Steel Pan (min. 25 ga.) Couble•Cor (92" to 16'0" wide) D<sldn Pressure: 445/-•15 r r %' /5 1500 1911 7G 7GV .RST WIND _ODE'S N15 ,ora e Dvor 3 J a '. Uthcr: 1 H-LC45 53xtl4 NFfdt Cut IIwtU 4730 302 01 ( M1 RSC, UR�T, uR'�F, 2RST, 40, 42, .... 5, 408, 426, 555 -_ ------------ -- Limits of uta instauati.n Instructions Approved for use In HVHZ: No ELi@Z _E:•-D_101593-R,v11,JJdI Approved for use outside HVHZ: Yns Vmd ed By: Mark Westerflold FL PE 48.195 Created h Independent Third part : N. Impact Resistant: N/A Y I Y Design Pressure: +30 PST/ -70 P5F Evaluation Reports Other. All OP NUNAL 9lazin90 available for !iris product L5675 R2 AE CBPC 081027-A.bdf F P eat the wind load rcquircments of the 8C. TWo type; of Created by Independent ThIrJ arty: Plo Opt. ylazlig are avallable: (1) Opt. Injection Molded L-S,l R'a, 'u G Glazln tl - [ DUE.. m et the _ar e Missile Im act g g P dl- Pr twee Jbemrnts for Nfind-bona Deans &CY e. E7 F Ions NJBDR or O t. Frarle G Glazln that Do ES 9 ( ) O P 9 NOT Meet lha uu t r ,i;tan[ ra uhenlent for W6UH. the V q product w/o gla2ln J DOES conpply with the Impact res slant requirement for WBUR (ref 1609.1.4 FBC). _— 5^075.51 051 4`16.09 PArI-2F153: 73, 75, Steal Pan (nlln. 25 ga.) Single -Car (up to 9'0" Wlda) 9SA, 94, 42, 48, qZB, 4813, 4RSF, WINOCU Ohd) W,b Garage Door with Optional Impact- 6RSTLines __ ---_-_^esislant Limits of Use Installation Instructions 0 348-A-Rav12. df • to FLSG75 R7 1 0 A vod for uw in f1Vf1 z. f � I t _ L ppro Approv<4 for use outside HVHZ: Yes Venlled 6y: Mar,, Nfesterfieid FL PE 48495 Yeat.d h Ind- endent Third Part :fro Ira act Resistant: Yes C Y P Y P -t'un Ru mta n Pr <:sm o: +3a PSF -M12 PSF Evalua ; p csi / P v F 5675 R2 A _ A 1, Other: Solid doors nv la<m of daor9 wl[il 0 11011.1 L C.BPC QA 0 Z_. _�!R ( 9 U _ Impact rusl5fant gla2ing a1'e Ilnpa,t rest=tont (la ye m _slla Crated by Indopm del[ illud Party: Plo jp Impact), 5675.52 ___._... W,._., �_ 052 YY6 L, PAN -<F 153: 73, 75, Steel Pull (, Hin. 25 ga.) Single car (up lu 9'0" wide) r fi . Nn n • P. . F PE No. 47'/5L Va I ed 6 : Robart 1 o Lo E L Y 34A, 94, 42, 40, 4213 4813, 4RSr, WINUCOUEW WG Garage Door Created by hldupandant Third Pm ly: Yu. 6 RST "..... _-- ___--... . LhuRn of Use Instollati.n Instructloul Approved for use in HVHZ: No FL5675 k2 II 101348.0-Rsyl7mdf Apprvvcd for use - told. HVHZ: Yes Verified 8y: r,W, k NJesterfield FL PE 46495 I...Poet Resistant: No Created by Independent Third Party: No Design P.......: +36 PSF/-42 PSF Evaluation Reports Other: Tile glazing avallable for this product meet's the FL5675 R2-AE_S.BPC UBSUL7-A.odf wllld load I'equlre»cnts of the building coda but DOES PLOT Cr=_.ted by 11PICPeldent Tllird Party: No eat the impact resistant requirement for windborne debris leyivns. Milestone Series 1G00 SH Alurninurn 11011-hr,act Window With I 5675.53 053 W6-16 PAN -2F753:'73, '75, Steel Pan (min. 25 ga.) Double -Car (9'2” to 16'2" vide) •"'111 r HI -Sill std o 84A, 9.1, 42, 48, 42B, 48B, 4RST, WINDCODEV WG Garage Door with Optional Impa•3- Ce, lificatiol Agency Certificate 6R5T Resistant lltes �� T_ Limits of Use Installation Instruction. FL5675 R2 11 101539 A-R-vl0-She A ved forusa in MV11Z: fro fla9i ppro A ved for esu outside N VHZ: Yas Verified 8• : hlarz Westerfield FL PE 40.195 PP im ct Resistant: Yes Created a lnd9 Elld alit T11hd Part : rlo P Y p Y • / lin Re arts De P -es 37 PSF 41 PSF Evnluq v p r r" col h tonal FL5675 R2 A -c CBPC 090630-P.. df Otl - olid doors no Id<In o dao , t o t ( 9 9) U !- Irnpa:t re,l9tan[ glazing are ImVact-resistant (large missile Created by Ind=pendent Third Party: No Oth.r:1 d•LC•155 x/a PIAM 3 I Certlllcata 5675.54 054 WG -16 PAN -21`153: 73, 75, Steel Pan (ruin. 25 ga.) Double -Car (9'2" to 16'2" wide) VerlficJ D : Robert ]. Nnoruso N.E. FL PE Nu. M17752 Y BAA, 94, 42, 48, 42B, 48B, 4R5T, WIN DCODEp NI6 Galaye Dvor G'eat6d by R1tl¢penden[ Third Party: Yeo QRST Limits of Use Ilrstall.li 1 in tions o-. n Approved for use in HVHZ: fro F�5677__R -17 -10 ;jQ•Orj3eY1 h rr udf Approved for use outside Ill NZ: Yes Verified By: Park Westerfield FL PE 48495 Impact Resistant: No Created by Independent Ihhd Party: No Design pressor e: 437 PSF/-41 PSF Ev::luativn Reports Other: The y1a2111(J .valla bre for this procto c[ rnee[s the F_5675 R2 AE CBPC 090630-A.Uof Wind load feq Jirements of [he hand ng code but DOES LIST Created by Independent Third Party: No the impart stant r?qulrQuiert far col llditol've deet ebris reg'on _ Product Approval Method Method 1 Option D Date Suamitted 04/17/2009 Date Va l l dated 07/00/2009 Date Pending FUC Approval 07/15/2009 Date Appreved 00/11/2009 Su-_m_,ary.f Plg4uces.� _-._-__ _ FL x ___ _-___ _.._� Model, Number or Namo Dcscriptivn 12441.1 I1IC r la sl 'S. -t1 tar" 3 0 x 6 8 O a Fihar la„ Sn Ie Door with Transe... a."Flue C 5 C, p qu= y y � code Version Cs n "ClsesieCraft" Ur "CIas,I__raR o X • IIYWin or .IILYaI /) 9 ( g .'�L 5rt ------ t----E-1,�'ul(Ik'd----i�iMilfr'JI}A'&'%1.4 • Rustic" Smle9 Limits of Us. _ - Installation Listincti n. Approved for use in li No rL1 X441 RO tt 1NST 1?441 1 bdf Approved for use outside HVri Yes Va, By: _y oda n F. Schmid[, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Desiun P......; N/A Evaluation Reports Uther: See_ INST 12441,1 fol Dulgn Pressme Ratings, Fl 12441 kO AE EVAI.. 11,141.1.odf any add,t anal use IIrr tali -en Installation Instiuctlons and Created by Independent Third Party: Yes product particulars. 12441.2 b. FlberClaSslc "51»ooth5tar", 3'1) x 6'0 Vpaque Fiberglass Single_ Uvor with sidellte and _ 1- fit act P11UlU2U/A 2 MILE. CONE sOrlas SUUU No l V "Classleeraft" or "Cla"'Iccraft Transom (a/OXO) - Imswing or Out -Ing Reslsta fit Alunlinurn SI,tI Itl tlVllr LV'.IdUws Ino ✓,n1)[ J Rustic" Series Limns., Use Installation Instructions Approved for use in Pi No FL3jj4:_RO_ll lN`t.F 12441.2.bdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Nn Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; Sec INS r 12.141.2 far U-1 J I Pl assure Ral ny„ FL 12441 RO AE EVAL 12441 z.udf any additional use limitations, Installation Instructions and Created 'by Independent Third Party: Yes product particulars. [u� Nut Ccpanmcnt sic- rorty An Fwnm e.usnV cm,da onme as Codes arxr5fa,xlartn Ps.,,, aa,_drd C'A aE-al �µj0>µ 1P t')'t1 ,,u X G.,dh A,laldrMkSiS.Sld6a 4p1f 'Jd,'da 4 4. W F+•I d l t ✓� +t -5 ,r d t4�P � I' �t a �1 m r P � 3 i* IdLY4lii ttlE6 i1'A r Ill 4 T' 1 P II � k > � 5-� r tlil. ,ih 1I 'v d I� I@ I d 3 P1 'll 9 I w I d t j. dY 1 k . r :E code Version 2007 .'�L 5rt ------ t----E-1,�'ul(Ik'd----i�iMilfr'JI}A'&'%1.4 • T rain r r "r ^'fT" d.tl Asa w9�'tud^�,r �, ra ,X• v f T.1 i'u(,d,�:� eC1J Han„ WqL Jot Kz aL,,Ua i, IaLr'sll" L. -ub nt SUCF 'J- I EWr&roar I IUblWI4,+ j FLY, soar I iCla ,ru(waw,Eva�t�.wS Si:a tbo I La.. , �mnM1 d �20).-- ; 1-E A___1 7 TTVjj � sER: lobe, U:_r .-._a ,_.^...__� yY'.L I_._J:tS :' A1,41katlan GC[all FLM FL9262-R2 AVPIIcaLpin Type R6vi51un code Version 2007 Application Status Appro'✓ed CU,rll...P t5 FL9ng2 «_ C CLC f11U1U2U 7Avff Archived Ili Product Manufacturer florldu Extruders International, Inc. Addres^ Prone tnl.11 a/ / 254U Jewett Lane Other: 1) H-LC55 53:,04 (NAMI Cu. LIIIcaLtl Sanford, FL 32771 _ 1- fit act P11UlU2U/A 2 MILE. CONE sOrlas SUUU No l V (407)323.3300 Ext 334 Reslsta fit Alunlinurn SI,tI Itl tlVllr LV'.IdUws Ino ✓,n1)[ J JllokelFllorldaextruden.com Authorized Signature Jin, Hoka (Brorwrd a N UaJu Cou hq^.) JhUkeitf IIorIJU,Xtrude,S.tea Tcchalcal Rcpre:cntative .Ilm Hoke Addr.55/Pllon,/Enid1 2540 Jewett Line II[[I � I 0 cH li2G1.3 t4'lu,tunu smll, 111 s sanlord, FL 32771 . .., -_ ..-.__._..__-.___...-.. (407) 323.33uC) Eat 33.1 tilldw.f u.. jllake$ylluridaextruder..corn quality Assurance Ropn_:tut'aLive Bou Juni. Addreu/Phone/Enlall 2541)I...It Lane [ I ct Rusistanb fro Sonrord, FL 32'/71 D<sldn Pressure: 445/-•15 (4U7) 323-33UU Ext 33.1 Uthcr: 1 H-LC45 53xtl4 NFfdt Cut IIwtU 4730 302 01 ( uj9..1�florid:Wxtrudors.com Category Wal dove Subcategory Single Hung Conlphance Method Certification Mark or Listing C.bJf:culiorl A, enc J Y Notional Accreditation a hlana ,n eirt Institute, 9 V411duted By National Accreditation 0 Management Institute, Roforcncod Standard and Year (of Standard) Standard Yt81C j •^ oo H 9202.3 P111CStona Scr„1000 ., AAMA/WUMA/CSA lUl/1.5.2/A+4U 2005 Equivalence of Product Standards certified By Product App. oval Modred Method 1 Option A Date SUUmltted 05/04/2010 Data Validated o5/o5/2030 Date Pending FUC App, u'✓al US/UG/2010 Date Approved U6/00/2U to ___-____-___,...,_.�._ .__-_,_._____._.._____,...-,____�_.-_...._______-..-._-.__.____.-._______________.-_____-_______.--._.________ FL # M.dci, .rrj,er or Nemo Dosc1 iphaur 0202.1 Mlloatano Surl.s 1000 SH _- Milestone Sorles IUUU SH Alu.ninulll No.l-hupact Window wi ll _ 1 ,J au t' F` 8 d�(� �1�11�t~N � � !dl � �pW.:.� Hi -Sill Liens of use -_,...__--_.-- C,rtificatl.n Agency Cer tificatu Approved foe a 'n II VtiZ: fl0 FL9ng2 «_ C CLC f11U1U2U 7Avff App:.v.d for us. uulsidc HVHL Yes Quality Assurance Cvn tract Expiration data I...pacl Rl istar t: fro 07%31/2U1't - +r Ooaipn Prca-arc. a5/ 55 Installation Instruction- Other: 1) H-LC55 53:,04 (NAMI Cu. LIIIcaLtl hl.!J262 R2 II Sthrll 1�QQ-1,UQ iiQ,QO.._po1Tdi4f _ 1- fit act P11UlU2U/A 2 MILE. CONE sOrlas SUUU No l V V -r ted U , Robert J. Au oro o P.E FL PE fro. 49/52 Reslsta fit Alunlinurn SI,tI Itl tlVllr LV'.IdUws Ino ✓,n1)[ J lea act b InJa rand t Tt I d Dart . Yes C t Y 1 y •'r, f •> In Huh `✓clue t tlwlicaud Zone ULL evalualeJ lir u.L Y Evaluation Re darts P (Brorwrd a N UaJu Cou hq^.) FL"' ' R2 AE Cofi Note 0 F"c15 IIIOGG,Ili", FI.91G2,", Archived FL9262 R2 AE ERflolfi5V FEISHIQVONILLv" FL92G2.Of �� Created by Independent Third Party: Yes II[[I � I 0 cH li2G1.3 t4'lu,tunu smll, 111 s f411astane Series loUO SII Alunn Iron Non•l... act W ndow with N . .., -_ ..-.__._..__-.___...-.. Std -5111 tilldw.f u.. ce tifcation Ar <u< Coltifiort. J Y n d fur us iu 1 VIIZ: No VN t v. < 1 r r 1S)J,0 P fL9Z.a 1 2i.2.._I2C 1,..(i._._Cdno • ri^ A vcd fur esu mrluido NVHt. c, 11 uulrt A-surunca Cmdruct Ex .irutiun Uolu C '2 Y 1 [ I ct Rusistanb fro 07/31/ZOL7 D<sldn Pressure: 445/-•15 installation Instructions Uthcr: 1 H-LC45 53xtl4 NFfdt Cut IIwtU 4730 302 01 ( -' k II sH-r I o . -00.20 U vi I IO ly�� Q_i3___.__ Q.--aV.r�-LLjI 2) MtLESTONE soria51000 Nan4nlVact Iie515tdnt >rlfl> . Nn ,u• N F P N. 41 7 2 VL Ld By. Robert J o ,o, E. L E u J 5.. Aluminum Single Hung Windows have not bean Created by Independent Third Party: Yes evaluated for use In High Velocity Hurriconu Zone, Evaluatlon Reports (Broward and Dade Counties) EL114; � It7 AE r'of1_No145v F(jl!HIQOQN1Ji¢YIlI F 1_41,l pdf Address/phone/Enall FL9:P62 R2 AE ERfIol650 FEiSH1000N1R-0 FL9262.udf I___--I-____.�� r d I - endelt 'Th Ind Part : Yes C ealu b h Uc Y V Y j •^ oo H 9202.3 P111CStona Scr„1000 ., Milestone Series 1G00 Sir Aluminum Non•lul act Window Win V I • III r HI -5111 yAtn IG Glazln std S o g _ —W-_�-_N�_- Limits of Usu Certification A enc G t f t g v App,.vcd wr... in HVIIZ: flu F_L9'262 R2 C CAQ_N1gt0.Q7)) pdf Approved for .s. outside IIVIIZ: Yes Qual(ly A-autuoc. Cuntract Expiration Date Impact Resl.tarrt: No 07/31/2014 Ucsayn to-su-t +45/•45 Installation Instructions Other: 1) H.LC45 53x04 (NAF11 Certificate FL9262 R2 II 5H-Nl 5000.35130.2000 Dl1QFPdf N101G2073 1 MILESTONE Sarlas 1000 Non•Im act D r fi . Nn n • P. . F PE No. 47'/5L Va I ed 6 : Robart 1 o Lo E L Y Resistant Alurltinum Single Hung Windom hays rat Created by hldupandant Third Pm ly: Yu. Luong .Valuated far use In Hlgh '/elautY Hunlcane Zone. Eralualiot Report: r -- B onard and Dade CcunBes l ) RI f f F'"l l ffl i F F A. Co 1 f1n16A0 F 1 I Ju J t ✓U L92 .1)f _L4Z4b -�,. 5 ._Irk._ .-_ _§>; P f! 9242 K2 AE Ekr10 G1 SB FEj FI ODU ell K'3y1�1,_d( FL9"262 R2 AE ERN- 7050 FEIS41,l000fIIILVVU FL9262 Udf _ Created b Inde endent Ili rd Part' Yes Y V Y 4 9262.4 _ _ _....__. Mllestnna arta: SI S lOWa1 Milestone Series 1G00 SH Alurninurn 11011-hr,act Window With I Limila of Oz. _ _ C i f t n A C tiff at -_-__----- V Y 1 •"'111 r HI -Sill std o Limits of Us. Ce, lificatiol Agency Certificate Appr.v<d for us. fn IIVIIZ: Nu Fl.g,iq IU C CAC N1010207N.PDF Approved I., as..0 Wide IIVIIZ: 'fes Quality As.uranca Contract Expirotior Uute Impact Resistant: fro 07/31/201.1 Desi n Pr.asura: f45 •4'' g / � lnztailativn Instructions Oth.r:1 d•LC•155 x/a PIAM 3 I Certlllcata I SH- -,0 I t F 9.!02 Ka 11 NI 1000.7500 .. t1 J Derelict N101o207N 2 MI r LE.afONE 5enas 1000 Nun -In act N VerlficJ D : Robert ]. Nnoruso N.E. FL PE Nu. M17752 Y Resistant Aluminum Single Cluny Wlndoty5 have not G'eat6d by R1tl¢penden[ Third Party: Yeo been evaluated for lose In HI h >I Vc act Hnrrlcana L011 5 g Y t I al ii r1) P Browrord and Dada Countl as . ( I a r F 5 r • I FLJ 1)z 1 E 'r J Ka J FL92G"', d A v)LN41 J12F 1.111443f 1 ✓ V -' ______—_______— Mlla5tane Sorles 1000 Rectanr i.l.r vi Sha ed Desl ner J P g 471%2_ .1_ -ft Ar Eal4ole50 FEISHIOnOtI Rev) F 11 1@2 t� _ U ca U3d by lnd.penduut Th'N Part/. Yus -- 924,1. �_ IIL--------� �-, -- I4ile5tana Serie. logo SH Milestone Series 1000 SH Alwninwn Non -Impact Window with Approv d ( - sa o [ de IIVIIG:'lets ----__Quality ---- ----.. .-------- -- 1 Hi -sill .a 6-,? WF a,a,e4,y 1 5 c'.:-1:. C';IJ{+4(I i '{t'1,1' r� S,� J�� 111161iµ 11ioTiliVIla 4 Feral fix,;Itr "y Pa,t X111 lm r 3P :, I p ,.� .:.. .-eW _. a. •.r.. r asap..t.,saa�.-..... I E, vt� - Lr,.,a �: r.'.� a , LE O.Ga.J _ 1 ,J au t' F` 8 d�(� �1�11�t~N � � !dl � �pW.:.� a. IC����� mma ..- x1. 111. _�>� ti� 1. � .- ar 7:1 aG t�on1 BaISHa a , Loga , use F: .Aro- I ^ottopits I sub, tar lJaS, Nibala,rl'Ia.(u..a 11in, I.'�a.IIAULJSJ� 1 `lata etatla FuuhaW a) raG „luR ( aCls.a.a MUV ' , i.s ,. ann ) YI 1 fyjProduct Approval Ez FL (24.2.12/. S GAC fj1U1V2,LLfDF JhukIl,)Ileridac:dr udur5.com PC,11tAWPi+.il.i'kaVI,,dada df ArPtcatrn-6aCb%ciilim"U o,. Appr ,'on octal) FL 4 FL8409-R3 Application type Revision Code Verslon 2o07 Atilakatlon Status Approved Comments Bob Jon,, Archived rz Product Manufacturer Florida Extruders International, Inc. Addres./Pharne/Email 2540 Jewett Len e . .., -_ ..-.__._..__-.___...-.. Sanford, FL 32771 Category (407) 323-3300 Ext 334 Suucatcgary jhvke,� noriddextruderu cv,n Authorized Slynatu ra Jlnl poke Certification A; enc J Y jhuke�)T.fdaexbudelS _out Technical Representative ]Im Hoke Addres5JPhorne/Ernall 25'10 Jewett Lane I t II' I un I t tun. Sanford, FL 32771 FL): 12 R2.t f N1._1.U9V304V DP,g�pdf (407) 323-3300 Ext 334 Verified By: Robert 3. Arwruso, P.E. FL PE No. •19752 ]hokef'-flnrldaextruders.cam uall! Assurance fie re-en!utive J Y p - Bvh ]vn=s Address/phone/Enall 2540 t<witt Lane FL92.12__R2,-AE- ERNoA,J i.0.FEj. fIOQQ_-fJ1-Rg'vV,jJcf Sanford, FL 32771 Created by Independent third Party: Yes (407) 323 3300 EAL 334 _ _._... _._-_ ___-I Milestone Series IUUU Rectangular & Shaped IJCSIgneI' bj onesCL)rlorlda0xti'uder5.con1 Category Exterior Door, Subcateg.ry Sliding Exterior Dbor Assemolies Compliance Method Certhication Mark or Usting Certification Agency National Accreditation G Management Institute, Validated By National Accreditation & Management Institute, Ref ( n d Stoddard and Year of'- alldard a a ca at ( ) Stal:Jard Year FL9242 R2 LL F -ell LUDO -2000 D1g.11df AAMA/WDMA/CSA 1b1J1.S.2/A4.10 2005 I=a Verified B• : Roa_f. ]. Amcru so P E. FL PE Na. 49752 AN5I/AAMA/NNJWDA 101/!.`s. 2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A :1: -0.itlr'0:1 , L101'Ir'i 0il'! 1 ..0, 1 .I.. "1' q p ` ` �,),tN')ISO,�U;:);el€.3•Adl€t€d�3,A'�€II'F7;61�8:L&9113161).tlffVld�)I :€(136)€V)II 11 r. . !a3 ice' ad ria !, f 1 yt 6 I.� d14 � �. , a n : i IL 'i i cit: V L 131rs _ ___ _ 't 'rw .-"•�. ��: i.I a°.� a � a F ..1b:E�_ *,.. ,a _. is":"=tin ..'= e� w a �F W �• :;ie°.w, ,x"' H' —F 1 i1q+Ll-0 « tl 1 r acme- r u16.16rJr, 1, EI d t.puF��A a. -..•.....l ' 8diu it "-T--'"..�.':9ri»Z mr- ^its .. Eau; llo,v w0M , us.a ra)r,t-acro, I ast IDL,, I Saxe -_u l,t : S�:•atl,la.•s , P,L4.alure 1 FY SbpR j acts nl?r:ap , ry ks I. Sm:cli i y ell' `' Product APprvva 1d° 1 .USER P, tic J:••' FL # FL9242•It2 Application'Fypo Revision Cade Version 200'7 Application Status Approved Conuueut, Jhokut)d Ioridauxtrudur 5.com A,ci,ivcd Ez Product Manufacturer Florida Extruder 5 International, Inc. Add,a,0/Phuuui....II 25.10 Jowell Lane __ Milestone Serlaa 1000 Fixed Sanford, FL 327'/1 Date Approved (407) 323.3300 Ext 334 Fixed Alu,ninurn Nun•hnpd,L Windows Jhokut)d Ioridauxtrudur 5.com Authorized SlgnaWra JIm Hoke FL (24.2.12/. S GAC fj1U1V2,LLfDF JhukIl,)Ileridac:dr udur5.com Technical Rep,esentutivu ]Ira Hoke Address/Phone/Enall 2540 Jew.lE Lone Inshdluliun Instruction. Sanford, FL 32771 FL9242 R7. I! F•fJI 100 U•2DOD DVrg.pdP (407) 323-3"300 Ext 334 Var lflad By: Robert J. Amonl so, P, E: FL PE No. 49752 jhQk.l1fIQrldaaxtruduro.com quality A"Undica Rip,us-WONU Bob Jon,, Add,.SS/Phone/Email 25,101awetL Lane Ft,9 _t .R.>. -AE ERtlo lG4d FEf F1uV0 Nr 12.kY0.pe Sanford, FL 32771 Created by Independent Ihid Party: re; (4U'/) 323-33UU Ext 334 . .., -_ ..-.__._..__-.___...-.. tjon¢sgifirldneatrudcrs tom Category Windo'.vs Suucatcgary Fixed Compliance Method Certification Mark or Listing Certification A; enc J Y National Accredilotlon t eta tai •mlent In:tituta J , Validated By flational Accreditation & Management Institute, Referenced Standard and Year (of standard) "tdodmd year. AAMA/WUMA/CSA 3U1/a.S.2/A44U zUUS Equivalence oP Product Standards Certified By Product App,uvil M.Uhad MUtllue 1 VpGall A Data Pending FUC Approval u5/U7RU1U Data ApVroved uG/1)u/2010 summary lien Producta - ��ra�?tr Go tI Palle I Vs Page 1 / 2 FL n Modd, Number or Namo Das rc iption 9242.1 __ Milestone Serlaa 1000 Fixed - Mlle stone Series 1000 Ractangulal & Shaped Deslgner Date Approved od/lo/2010 Fixed Alu,ninurn Nun•hnpd,L Windows Linritz of Use Certification Ayency Cer tildeate ^- Approv.d for uzc fn HvHL: flu FL (24.2.12/. S GAC fj1U1V2,LLfDF APPl vvcd fur a outside HVHL: YES Quality Ass lir ...o Contract Ex Piralivn Ualc Impact Resistant: tie 03/31/2014 Desi. n Pr o.suru: 170 -71) J Inshdluliun Instruction. Utlr,,: 1) FVV-HC%U'/3x%3 (NAhtl CEI [IllC;rte N1030221) FL9242 R7. I! F•fJI 100 U•2DOD DVrg.pdP 2 ht llnstontl Stlrles 1000 Ktictanl ulur &Sha ed Desh mer P J Var lflad By: Robert J. Amonl so, P, E: FL PE No. 49752 e I r Win ows hav , mol teen F ,c_d Alullmm� Non Ar a.t d c p Created b Inde endent rhird Part : Yes Y Y vale � ! r In Hi h I ilurri an' � ones u dlLd u u,u Ve out C '. L n Y e E I t n Kc lir is P (¢cowled and Dido Counles). Ft,9 _t .R.>. -AE ERtlo lG4d FEf F1uV0 Nr 12.kY0.pe _1445 PFI C01000 ill Rev l.udf Created by Independent Ihid Party: re; ...,_._.-._-____._� . _�; ._ ____ . .., -_ ..-.__._..__-.___...-.. ;.__.._-_.._,.__._____-.-, III 9242 2 ht'le,tuna `"u E^ 1000 Fixed MIICUr na Sullis 1000 Recta a dar U Sha red Dasii nor J J Created by Independent Third Party: Yes Fixed Aluminum Non -Ira act Wlndovrs p Limits of Usu C t l t A - C t. f t U Y A ved iur uza in NV - : fl PP ru HL u FL9' 1' It C CLC .11010 1C FGF App:ovud for usuo t -`Ju HVHL: 'fes 11 Il A - C l-'tE-.rlrv,:WW Q Y !m ,:<t Kvcictanl: No P Ola 31 2011 D<aipn Pressure: V i /-4E I t II' I un I t tun. other. 1) FW-HCA5^ 7.x37 (NAMI Carliflcitu FL): 12 R2.t f N1._1.U9V304V DP,g�pdf N1010221C) 2) Milustouo Series 1000 Rectangular B Verified By: Robert 3. Arwruso, P.E. FL PE No. •19752 Shaped Designer Fixed Aluminum Non -Impact YVIri Created by Independent Third Party: Yes have not been evaluated for use In High Velocity Hurricane Evaluation Reports Zones (Broward and Dade Counties). FL92.12__R2,-AE- ERNoA,J i.0.FEj. fIOQQ_-fJ1-Rg'vV,jJcf Cru aad by Independent ThIN Party: Yes Created by Independent third Party: Yes `9242.3 hfilesto 10 Serie: luou Fixed _ _._... _._-_ ___-I Milestone Series IUUU Rectangular & Shaped IJCSIgneI' FLi34S1viC,Ii 1t. , sato of-,1(yL;GemJence Ke 1.11-2 Fixed Aluminum Non -[m act Windows P _ Umlt. of Uso�------------_--- -_ C t f t on A Cut f t -__ U Y Approved far use Jn IIVIIZ: III FI9 R?., C. ChC' NIO10 11N -POP A vcd fur esu outside HVIIZ: Yes vPp• ualit Assurance Contract EH iration Date Q Y p Impact Resistant: NO 08/31/2014 Design Pros....: +35/• JS Installation Inst ructions 0in,- 1) F V-HC35" 73x37 (NAMI Certificate FL9242 R2 LL F -ell LUDO -2000 D1g.11df fJ101U� ll`I MII n - `ri •^ R Wn ural' & 21 2 veto a Sc cs IUUU uc 9 I=a Verified B• : Roa_f. ]. Amcru so P E. FL PE Na. 49752 Shu Wd Doslgnor Flzod Aluullnum floe -impact 4Vln dews Created by Independent Third Party: 'Jos have not buen evaluated for use in High Velodly Hurricane Evaluation Reports Zun Uu (Bluwa.d and UUJu CVurltiVu). f! 9242 K2 AE Ekr10 G1 SB FEj FI ODU ell K'3y1�1,_d( Created by lndep,ndent Third Party: Yes 9242,4 Milestone Series 1000 Fixed M le,tene Ser es logo Rectdm aldf Z, 51 d ed Desi mer J p v ,gaynerGamarr.con, d Flied Aiununum Poon -!m act `Pell -lies p Limila of Oz. _ _ C i f t n A C tiff at -_-__----- V Y 1 A r p.uv • .. V I : fl red fur u• u in H I Z o F 4 R.- r 4110 lg.._lU.PUF L92 C A Approved f.. esu outside DVIIZ: Yes quality Assurance Contract Expiration Date I...pact Resistant: flu uu/31/2Ulq I U-Irin P...smcl 170/•'70 lnst.dlation Urslruclfous Othu: 1) FYY•HC70 73x37 (NAht] Cartlflcate N1010Z11D) FL9242. RL IC T-(fIJOuO-20110 li.•I_li _p_f 2) Milaslune Suri., ILRO Reduuyulur & Shaped De5lgner Verified By: Robert J. Amoroso, P.`E. FL PE Nu. 49752 FlXed Nunllnum Poon-Im act Window: haw list teen P I Thir Pott :Y•^ Created b Inde u Ido [ d u r P v .valuated fur u : In I II h Validit Hurricane Zones e g Y Evaluation Re ports 1 ,coward dad Dad. caun[.5 . ( ) FL')242 u'2 AE Eliflo 1345 FEI F1000 M1 IteW.udf _ Created by Independent Tmrd Patty: Yes _________ _ _ _ ..-. _ _ �-._ IIS`` 9242.5 Nillestxte Sorles 1000 Fixed -' ______—_______— Mlla5tane Sorles 1000 Rectanr i.l.r vi Sha ed Desl ner J P g QuaIILy Assurapre En[ty Fixed Al urnirl lien flan -On act Nfin JOws P Li,nits of Us. C t fi ation Ay cy Celtihcab, APProv,d fur use in HVHz: lila FLJ f .R2 !,.. A f1I01022.L2.F� Approv d ( - sa o [ de IIVIIG:'lets ----__Quality ---- ----.. .-------- -- Acsnranw Contra t E pl t n Datn i - - - ------- --------j Date Sibmlttad 07/05/2010 Date Validated 07 u6 2010 Date Pending FBC Approval 0//U//2u1u Date Approved od/lo/2010 I__ __.. _________._.._____ - _ �U.su:ptron FL . .d.1, Nmaher ., Narne . ` 9 ytP-1 8.109.1 Milestone Series 1000 Sliding _ __� MIIeStone Serle: IUUU Sliding Glass Alulnln ,131 Non -Impact 7 Gla,9 Door Doors Std -Sill and HI.5111 Llmi[s of Use Certification Agency Cartifut. Approved For use in Irl 11. E! 0309 R9 C ('AC r1101U)69A PDF A ved for use outside HVHZ: Yra'J ppro uallt Assurance Contract Ex irarnan Date 2 N Impact Rri:tant: No 11J30/2u 14 / Deaign Pressure: t40/-40 Installation Instructions Other: S'GU-C4019Ux96 XXXX ELUM RR�U S.:n.-s1uUU Nonl naact FLEXz4tl0-t112.Jyt Flu,ida Uu: nsU Ver tied By: Robert ]. Amaruso, PE FL PE No. 49752 P-li an Created by Independent TBlyd Patty: Yes Cuda Version Evaluation Reports rjuallLy Aa:.u.ancu CInnioLL E.+l:ir16lal Da L. FL4V9 R_ 72 f' ficate of Independent. Re pnr�N,� Ayy,I,Id _1445 PFI C01000 ill Rev l.udf Cono-cul f 4414]_.R3_AE_P�LQduLLE.YWsJtieu..Rxporl-N14 Limila ul U.. 1445 FE1 5601000 Nt Rc,l'•df G!I Created by Independent Third Party: Yes 0409,2 hulestane series Laub "Hot ng hllleslone 5ella6 1000 siding Glass Aluminum Non-Inlpact Addles: Phdre Elnall / 7 Glass Door Doors slai 1 and HI•SIII Limits of Usc Ce.tilical ion Agcnry C-tifi,alc Approved fur use in IIV114: No FLO'109 123 C CAC NIU302G9.PDF Approved for use outside HVH4: 'fes Quality Assurance contract Enpirstion date lm pact Resistant: No 11/'iU/1!ul4 Design Pressure: +45/-45 Installation Inatiucliolro Other. SGD-C45 143xS6 XXO F L lie 11 5 SIQQ "1u 11 act F X,•1 0.11.1>.pe L V) 7 .r u, LE _ l l Q__..1 , p ._ Danny Joy-, Ve IIILd By: RObetJ.Alllelu3o PE FL PE No. 4!752 Cru aad by Independent ThIN Party: Yes U.niny l 1p- Evaluation Reports Add-al/Phoad)Emall FLi34S1viC,Ii 1t. , sato of-,1(yL;GemJence Ke 1.11-2 A dras "hon Ercall d e/ ft1 144; FEI SGD3000 tl! ftuv;.jRof F10409 R3 AE Pro:lutt Eyalnntl Wl Report No, Wln.tan Salem rlc mos 1.145 FEI SC 01000 fll Ile vj",Pd1 rrcatcd by Jlldepondellt Th Id Party: Yes Vavadrnant ,Jena, . �� n �d Sa'ia1i31ri�llgg�T��G�R'd'RGylf Eltai lar' U- S cl'�J 12111 r . ` 9 ytP-1 Saxticail E,rc6dr Uoor ASscmblic5 Uolc Applavad OZ/03/2000 CoinylllnW rl,Allod Evaluation Rci,urt ruin a f u«da 11uglat.rul Arcll Ilett lir a U(C-ip5L71 (M'JSU) e -.al- _> to r-a;� :,>c , I H . , ,s I : i 'v r ,.r_11n. a r_a. ,. ,- woes,. IFa3tX::9 ,c,aR l �s.ss,_n> u Y:µd11 aaVPr.vol FL,Jo2 R1-11_11CC•gaQ)-S1p•15� Florida Cnl icai or Ndia,lt N iniu who,u 1IPcd r.... n -:.r N-.,'. fa:1_".v^ri`_�I1':G°Y.L:b. i a .ASI:,. A,1-1-0.1.1 in. Evaluation Il.po« FL A f L53W-11l Flu,ida Uu: nsU Application Type P-li an QuaIILy Aa-... ,n Enuly Cuda Version 2007 rjuallLy Aa:.u.ancu CInnioLL E.+l:ir16lal Da L. APPACIUall 5tatu5 Ayy,I,Id Vnl,dat.d Uy Cono-cul F 4' 1 1 r f L, -7 itZ ll Inc 5314 1]i. 1 P E c U an J. - Limila ul U.. Ardi-d G!I Cuinficatu of lldvwducv I Vrodu<I Manura Cturd, Aman Gmagc Do., - Impact RIIAPI.ati Nu Addles: Phdre Elnall / 7 'rrla 140 Ca 9a C9Ult Itercrvncia 5la,dle a,d Ytar(or 5ta,dud) ytarWatd Wni:Wli 5oicm, NC27305 Glazing opnpn shall not be used In wind bacne debris AN 5UUA5FIA lea (336)231-1300 created by l ldep, ldant Third Party: Yes A31M E ale do n"y.}. y n cr b).........com Auth,,licd 5lgnatur) Larry Joyllgr Authorized SlglAila Danny Joy-, da...gj. nad"nan.com Teclinkal R,,piu-notIN. U.niny l 1p- Te,hnlral Repro:-entalve Add-al/Phoad)Emall 165 Canape Court A dras "hon Ercall d e/ Wi,c:an-5aiem, NC 27105 (3313)151.130] quo'nalUu iorricen Quality A:bu ra lee Repwav rtat Address/Phan./Elnall cltoVU l y Eltai lar' U- S cl'�J 12111 r S'l,tal oaly Saxticail E,rc6dr Uoor ASscmblic5 Uolc Applavad OZ/03/2000 CoinylllnW rl,Allod Evaluation Rci,urt ruin a f u«da 11uglat.rul Arcll Ilett lir a U(C-ip5L71 (M'JSU) Flue ids hifeaaid-I En)niav, Limila.1 V.. Installolian [...cite.. 17. Evaluatlon Rupda - Ila,dcoVy Rd,:d1 ed FL,Jo2 R1-11_11CC•gaQ)-S1p•15� Florida Cnl icai or Ndia,lt N iniu who,u 1IPcd Ilio -1-L. Shcl,i,wdlru in, pact R..I.tanu No in. Evaluation Il.po« Id -hp. Pr.aau. o: ,Z4.y/-71.6 ewd2U.rr Hoyer la Flu,ida Uu: nsU PE o -13579 Glazlnq option shall not ba used In wind -nano deblls QuaIILy Aa-... ,n Enuly Inl.ntuk TmLhiv 6ulvlc.s NA Inc Created by Independent thud Poly: Yeo rjuallLy Aa:.u.ancu CInnioLL E.+l:ir16lal Da L. Oliol/209) 5302.11 Gnattortl (111400) and Hcrltige Vnl,dat.d Uy Steven M. Undl, PL F 4' 1 1 r f L, -7 itZ ll Inc 5314 1]i. 1 P E c U an J. - Limila ul U.. 'it Valldatlo 1 Clutiall't- Illf, o KdlI,vid c . vv APP:.v.d far,.w in IIV I IZI Illi Cuinficatu of lldvwducv I F ni) I QJ_] rel„dA.0 L?t[•l ofli1 ad Jct 1�351�.__c_v_s_______�.- Vu di Uy: IUM ::I ILLMEIi1rINE uo'k i7Y Impact RIIAPI.ati Nu 2.-4.11Q1,PJt De.Eve P.... u:.: 125.47.2'3.1 Itercrvncia 5la,dle a,d Ytar(or 5ta,dud) ytarWatd l l Glazing opnpn shall not be used In wind bacne debris AN 5UUA5FIA lea odd, created by l ldep, ldant Third Party: Yes A31M E ale 2UU2 EquIVaIQIIN of Pfadut""I'll”, cemflgd by 5edlona Cron, the code P,odutl AVp,a,,l Method flatinad I Ul.u." U Data 5ub....LWd 12/1772000 Daly Valldalod 01107/200) cl'�J 12111 r Uate Pending F6e Approval O!/13/ZU09 so �'.. i Uolc Applavad OZ/03/2000 9'302:1 Slralfmd (M400J aiid ilvntaav Dns. nit -4,09.130.15, 11- 9'•Mdu. (M'JSU) I asl -a .a axon I Ia, o as a' I L Limila.1 V.. Installolian [...cite.. APPreawl I.,... in IIVIIG; No FL,Jo2 R1-11_11CC•gaQ)-S1p•15� Appravcd for nae ioulaldt IIVIIL• Yas Vain"Uy::OP;HILLMERU1NE U04ti in, pact R..I.tanu No Cral tad by lndepindint Intro Party: Yes Id -hp. Pr.aau. o: ,Z4.y/-71.6 ewd2U.rr Hoyer la dams.: Geslgn Pressure lZG.7/-J1.G, Not forusa In I1VPZ. f_LJ�p2.1tI_AL._Q`.OE_7;_0-Vs>,_05�L Glazlnq option shall not ba used In wind -nano deblls FL5302 Rl_Ae PTIU-5302-T_IIiC•6G0')-170.15 reulon , iab steadies l: dyAgned o; Parllolly enclosed dr Created by Independent thud Poly: Yeo der I; a ravel -leant dour. zou7 5302.11 Gnattortl (111400) and Hcrltige U':vq. 111C-6014.1:10.15, 11)' Ih.0 lo' wide. F19507 F 4' 1 1 r f L, -7 itZ ll Inc 5314 1]i. 1 P E c U an J. - Limila ul U.. Inet.>II. a_ II E.-tlun. APP:.v.d far,.w in IIV I IZI Illi '_ FL530z (:1 1( FI3U 93Vi�l'ir iJl'tli9-15.Vdf Anp ovait for lice ourc:d. "Ill.; Ya: Vu di Uy: IUM ::I ILLMEIi1rINE uo'k i7Y Impact RIIAPI.ati Nu Cl valud by I idt Vc'ndant IIn1d I'arlY Yes De.Eve P.... u:.: 125.47.2'3.1 Ewd-ivn R.,.,t: .111.1. U-111 Pws::ure azs.G/•70.1, Na fur u:.a In HVHz, F153W a �Q�l:,dt Glazing opnpn shall not be used In wind bacne debris FI.1;301 1115E Prlu F I'li 111? C5.4151121S,pgl r?glen unl?sz s[ruc[ura Is dasl9netl as partially encloseA or door n .1 re o --t dear. p created by l ldep, ldant Third Party: Yes 'Y f �, w UWR1Y 'UUiry7111 UUJ49,'L9 r u rw7w 2 Y Ud 04 w cow r llwru.a.. U Y m cl'�J 12111 r �, . L i �a I'yy G0p N uX I ,1y y,Iapaap Jr - s " I' A?' 1 .a4irRa AWRao.tl�RiuuaVYW+«alutoJl4tlkr so �'.. i Y Y - Yrs.'1�"arf� el^r+rnn uzad ! 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J2 call !:cot ons MAX Addrass/Phona✓Emal 1135 cival,ya Cort (off p 0- V^f nU,n salon , NC 271013 U) M � -� (3361251-1309 d,nny.joyr_sI arr.com Authorized SlglAila Danny Joy-, danny Joy-,Vamarr.com Te,hnlral Repro:-entalve Danny Joyner A dras "hon Ercall d e/ its Carrla a Court 9 Wln.tan Salem rlc mos 334 251-1a V9 ( J 1 n ri ,marc J y ar;m cam Quality Aawrante Represen[atPae Daly Joyner Addra-a/Phone/Era'1 ,V. d n Gardd- Qd- 165 Ca«la)e Court V`JIII s[o,-Salem, NC 27105 ,gaynerGamarr.con, Cate, i, J Y Ezterlo. Uoor•. Su6wte yr 9 y 5actiw, al Exterior Door nssamblle5 Cam I!anc. Method v E,.u.ot en R,, ark from a Florida Rc - teed Arca t ec n e •• t r , o ,licensed Floc da Fro(ea'onal En 'n 9 a for Evaluation It - H rd R ..N ... a,vrt a way a ad 9 icor Fonda En 'r or Arcl'lcct flair, rvlu duvcld-,d Thend. L. sl,hn.dlri the Cvaluaf On kepart Fld ride J 1st FE 00.1,579 QuaIILy Assurapre En[ty lal•nak Teslilg 5-1-3IJAhlc Q1 arty Assurance Contract Explrauon Date 01/01/2099 Validated By Steven M, Udlah, PE IF: Valldati- Checklht- Hardcopy Recelved Counts!, orind,Pade,ce FL5127 R2 COT Tum Sldnmrd're tete, of riak% T24.2e0].pdr Rc(crcnccd 5landi,d and YCar (af 5tandmd] Standard ASTM -E:l In 2002 tquivalal- of Pigs= standards conies, av 5927.3 chss['a 1000 and 2000 Pica, 9' wMa rlasslca 1000 slid 2000 nice, 5001 5001 IRC -5309-130-15 Um iia of Hx t t 11 , t ~_-•_--_ A raved for uec In IIVIIZ. no vP f / 7 R I IR 09 10 1 i P.P. esa1.1 nra,vl,n- S _11 1 �_ _, J.df A roved f t Ido IIVIIG: Yes VP S N n d B Th h Y In F 2 a L s e d a PE aG01a577 Y h .a,tR t tNo v C -L db IJ I.. L11 rJ Varl Y.n I r U.al n l' _4 7 .31.0 V / L i l it t emu,:N a DVI¢,clad • cot oval labia In J 1 ✓ 12, A- \ CE 1)7-1)a U Os. ulf Ll (La ar,..P 1_ To 11,✓11 G. 3: Ta I Sucl ui :MAX I'I--122_N.2 C Cl1,UY I Iod OV tial ca IUUU 1111.111 Fl t_7 I.< Int J 1.P EL11gi1.GAlLItyY4lC1'k1I __ Gca0.d VY In IU.undu rt II .d Pant res i i2/ o CIa;:Ica , )U and 2UUu 115uu, 14 ds ala,: 4 lose u d aide M500, Saul C W 4bVl IS: 531' l u zi 0.ita ul ..e _ _- I II rmn L riun. APpie v.d (I, i IIVIIG: No F 4' 1 1 r f L, -7 itZ ll Inc 5314 1]i. 1 P E c U an J. - A ..d f 1Hd. Hv11G: Yv: VN1e V rin J : fl 1 F 4 ' u 1) aJ L I d L PE 00 0,77 impact R..I. Writ, No CreiLed Uy l Idepoidi It Third Party, Y,i 0 -ran P.......:*256/-20.1 Evalwtie-Rene, t. on...::rst for Ili I LiVHZ. Claz ij not av Nl,la In LLz17✓_Rz & A -'EJJZ-2Q-Q �QS.Pdr 1 VI IG. J2 call !:cot ons MAX S. I' / 1"2_ i, clarny Tog L. ad Clus5lri 11UU 2100 pat N ' .� � W C� � -+--' /I� a) !11 n = ® 0 I- C , .6) _a 0 i U) � C W 73 �-J-�� i ` '� V (5 - P C_ ® r_ 0- O y `V C) � — .� U) -0�y•� (off p 0- S_ U) M � -� AK /r'\�/n��IV V ) Z W J SHEET NQ. 191 ' �` __ _ , -_ �'. �' .` y SHEET NQ. 191 { t a T L 1 { ll��filtfItifi dIJ t 1 'fj}fr"!( T ..S.t.k �. TX t: �� �. 1 T ,x i # sijf�,jjt 1 1 i` [� li l 3 a, r {ta�(x J it U . x i}' ,,f gg £ l ` � Model, Number or Name J J 1 4 F r fd 3' I I i t i i � � n a. y p� C �� 11 � l { ttt f0' . F § - 5 `` . 4J rx fl'lik A: la �f dxi f . t j yt- Yt f.t �I,(��`'�ji;ry� I Dlo_FES%U0, Flange Tube Mullionv .i f , ,}]f'# x.li ihF SJlli III d T°.k�trdi� ( , f Ii3IildH}1f1Esri:� F. M ' ] #1 >d. . �` t ut�t.rat,.t'f%rual}w.x�'Ia.;E...r.�,.,>.... � r r-� , , I lar[ I rc uCl9 floor, :Lop In U:e �� sl oto, [ op G n 'I t eubn :..ul cin , c ' :,lois- 6 xb Fib Cu u / .f,....,1.wz>fiflu , i ,,, h "calf' Lr.•s stare L'a Ccv< I u I %U. LP ;# P ,,duct Approval Ln act Resistant: Plv P Created b Independent Third Party; YY 40P`/t"!.rt 'tie I'abl¢ U er Evaluation Re arts P Othor: 1) See Installation Instructions/Design Pressure 11 ,.eLL AV.c -_I M. ,' G tltcrar Appl - �"i,,, �rF3,' J -_,- . Applx,akn 0et:,r Drawings for DP. 2) See Mullion Product Evaluation Report FL 4 FL3136-R3 Created by Independ=_nt Third Party: Application Type Affirmation _____..._.- _ 3135 2flo. FE5701, Flange Tube Mullion Coda Version 2.007 Installation Instructions Application Status Approved Approved for useoutside IIVIIZ: Yes Conlnlents Impact Resist.nt: No Created by Independent Third Party: Archived U11 Other: 1) See Installation Instructions/Design Pressure Product Manufacturer Florida Extruders International, Inc. FL -4136 K3. AE KCl QAuren,ee.pdf Address/Phone/Ercall 2540 Jewett Lane _•---_.�-_^ -__.___.__.v._____...Y 3136.7 No FE5702, Flange Tube Mullion `onford, FL 32771 Li units of Use Installation Instructions (407) 323-3300 Ext 334 fuxi§ R3_.IJ-Mullion_Install_FL313ss.46,Pt11 Approved for use outside HVHZ: 'fes jholceQ,�floridaextruders.corn Impact Resistant: No Authorized Signature Robert Amoroso Evaluation Reports Other: 1) See Installation Instructions/U?sign Pressure ranloruso.paUfloridaextruders.com Drawings for UP. 2) See Mullion Product Evaluation Report Techilcal Repre5entative Robert J. Amoroso Created by Independent Third Party: Addres:/Phone/Email 2540 Jewett Lane __ _,._ Limit' of Use Snaford, FL 32028 Appr d for is. in HVHZ: No EL3136 R3_(I_Mulilo,iInstall_FL3136_6-06.pdf l (407)323-330U Verified By: Wayne A. Black, P.E. PE - 52583 Impact Resistant: No ramortiso.pe (aflorldaextruders.com Design Pressure: N/A Quality Assurance Hepiesen[atlVe Lori Phillips FL3136 R3_AE_FEIf002-RQV2-ER._hlullivllz,psff Add, es9/Phone/Ernall Florida Extruders Int'I, Inc. for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 2540 Jewett Lane _.___ _.--------- -._ _, _... 1" x I" x 1/8' __ Limits of Use Sanford, FL32771 Approved for use in HVHZ: No F[3136_R3_11-Mullion_Install_FL3136_6-(Jb.pdi (407)323-3300 Verified By: Wayne A. Block, P.E. PE - 525B3 Impact Resistant: Pro IphilCirloridaextruders.com 0 tsign Pressure: N/A Category windows -FL3136 R3 A =FEI[00 -R2V Rplulllgns.pcif Subcategory Mullions for complete Inst of Limitations and Conditions of Use. Compliance Method Evaluation Report front a Florida Registered Architect or a 1' x 4' x 3/8" (hunt/back) x 1/8' (side) ......... __.._.._ _. __._. ._ _ ._. -. .--.------.- - Licensed Florida Professional Engineer le.tullatiur, Instructions ME Evaluation Report - Hardcopy Received 3,' F 13 R3 I. hiulllon Install r' 31» 6-06. df L _�3 _9 P Florida "engineer or Architect Name who Wayne A. Block, Ph.D., P.E. Impact Resistant: Yes developed the Evaluation Report Design Pressure: N/A Evaluation Reports Florida License PE -52583 r Di for DP. 2) See Mullion Product Evaluation Report Quality Assurance Entity Keystone Certifications, Inc. Created by Independent Third Party! Quality Assurance Contract Expirdtion Date External dip for lx tube mullion Approved for use outside t[VHZ: Yes Validated By L.F. Schmldt, P.E. Installation Instructions - nstructionsApproved App. cirwedfor use in HVHZ: No M Val{daliun Checklist - Hardcopy Received Celtificatc vrllldePQndence FL3136 R3 COI COO Mull_I0H5.Rclf Created by Independent Third Party: Referenced standard and Year (of Standard) Standard year Othor; 1) See Installation Instructions/Design Pressure 1714.5.5 2004 FL3136 R3 AE_KCI_QALicenaee.pdf ASTM E1886 2002 3136.8 No_FC 5707, Internal r-Ilp ASPM E1996 2UU2 _-_--..__ _ -__._.._..__ _ ASTM E330 2002 R613.7 Equlvalence of Product Standards Certified By Suctions rrom the Code 2QQ4 F'R..I affirm that there are no changes In the new Florida Building Code which affect rHy product(s) and my product(s) are in compliance with the navy Florida Building Code. Documentation from approved Evaluation or Validation Entity rt Yeo 0 No i5 N/A Procluct Approval Method Method 1 Upti all U Date submitted U5/2U/20U8 Date Validated US%2U/2U08 Date Pending I'BC Approval Date Appruvud 06/05/2008 S.,,i,.. at .f P,.duct, Go to Page 'x' 0Ci Page 1 / 2 lJ 40 FL # Model, Number or Name D..cnption 3136.1 Dlo_FES%U0, Flange Tube Mullionv 1" x 2.' x 1/8" __ _- _ _ Limits of Us. w.__-w_^M_ Installation Instructions for Z• No Approved f r m HVH . FL313G R_3_II_'4ullion_lnstail FL313u_6-U6. df p Approved for use outside HVHZ: Yes Verified By Wayne A. Block, P.E. PE - 52583 Ln act Resistant: Plv P Created b Independent Third Party; YY Desir n Pressures N A J / Evaluation Re arts P Othor: 1) See Installation Instructions/Design Pressure FL31 5 R3_AE FEtIUO2-Kev2 ER Mulljon�.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE_KCI QALicensae.pdf for complete list Of Limitations and Conditions Of Use. Created by Independ=_nt Third Party: .-»....__._..___ _____. _ _ __ _ ___________....._.............. ._..___..__.____ _____..._.- _ 3135 2flo. FE5701, Flange Tube Mullion 1" x 2" x 3/U" (front/hack) x 1/8' (side)_ Limits of Use Installation Instructions Approved for use in HVHZ: No FI.3136_R3_11-M1IUIll�n Rstall FL3136 6.OG.pdf Approved for useoutside IIVIIZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resist.nt: No Created by Independent Third Party: Design Pro s..ore: N/A Evaluaticn Reports Other: 1) See Installation Instructions/Design Pressure FLJI3G_R3-.AE--FEII002-Rev: ER_Mulllons.pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL -4136 K3. AE KCl QAuren,ee.pdf far complete list of Limitations and Conditions of Use. Created by Independent Third Party: _•---_.�-_^ -__.___.__.v._____...Y 3136.7 No FE5702, Flange Tube Mullion I" x 2.7/16" x 1/8" Li units of Use Installation Instructions Approved for use in HVHZ: No fuxi§ R3_.IJ-Mullion_Install_FL313ss.46,Pt11 Approved for use outside HVHZ: 'fes Verified By. Wayne A. Block, P.E. PE . 52583 Impact Resistant: No Created by Independent'rhird Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/U?sign Pressure f/2'3135 RJ_At:-FEll002-Rev2•ER_Mulllons,pdr Drawings for UP. 2) See Mullion Product Evaluation Report fl_S13G IU AE KCl_QAI-irensee.pdf for complete list or Limitations and Conditions of Use. Created by Independent Third Party: 3136.4 No. FE5703, Flange Tube Mullion 1" x 2-7/16" x 3/8" (front/hack) x 1/3" (side) __ _,._ Limit' of Use Installation Instructions Appr d for is. in HVHZ: No EL3136 R3_(I_Mulilo,iInstall_FL3136_6-06.pdf l Approved for use outside HVHZ: Yes Verified By: Wayne A. Black, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation in stru ctlolls/De51fin Pressure FL3136 R3_AE_FEIf002-RQV2-ER._hlullivllz,psff Drawings for UP. 2) See Mullion Product Evaluation Report F1.1I36 R3AE KCI 0ALicanscO but for complete list of Limitations and Conditions of Use. Created by Independent Third Party: .-- ___._ - .___ _..._... ._.. __ 3136.51 No. FE5704, Flange Tube Mullion _.___ _.--------- -._ _, _... 1" x I" x 1/8' __ Limits of Use Installation Insir-tions Approved for use in HVHZ: No F[3136_R3_11-Mullion_Install_FL3136_6-(Jb.pdi Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 525B3 Impact Resistant: Pro Created by Independent Third Party: 0 tsign Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure -FL3136 R3 A =FEI[00 -R2V Rplulllgns.pcif Drawings fur DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QALicen5ee.pdf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: 3136 6 No FE5705 Flange rube Mullion ..._-_ ._. ... .. _. _..... _.. _.. ,__. _.. ._.. _..__�._._.........._ 1' x 4' x 3/8" (hunt/back) x 1/8' (side) ......... __.._.._ _. __._. ._ _ ._. -. .--.------.- - of Use le.tullatiur, Instructions A roved for use in HVHZ; No NP 3,' F 13 R3 I. hiulllon Install r' 31» 6-06. df L _�3 _9 P 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 Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEII002-Rev'"-ER Mullions.pdf r Di for DP. 2) See Mullion Product Evaluation Report FL3136_R3_AE_KCl_QALi,en5ee.pdf for complete list of Llmitatlons and Conditions of Use. Created by Independent Third Party! 3136.7._ No. FE 5706, External clip External dip for lx tube mullion Approved for use outside t[VHZ: Yes __ ___ Limits of Use Installation Instructions - nstructionsApproved App. cirwedfor use in HVHZ: No FL3136_R3._II_FI1111I011-htstall-FL3136--6-06.pdf Approved for use outslde HVHZ: Yes Pp `Verified B• ! Wayne A. clack P.E. PE - 52583 1 Y Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Othor; 1) See Installation Instructions/Design Pressure FC3136,_R3._AE_FE11002-Rev2-[R_Mullipn;.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE_KCI_QALicenaee.pdf for complete list of Limitations and Conditions of Use. -_. . - I--.--------------.---.--- . Created by Independent Third Party: 3136.8 No_FC 5707, Internal r-Ilp _._. Internal dip for lx tube mullion _-6.8 .. _ -__ __.______.- _-_--..__ _ -__._.._..__ _ Li of Use Installation Instructions App d for HVHZ: No FL3136 R3 II Mullion Install FL313G 6.OG.p,f Approved for use outside HVHZ: Yes Venfied By: Wayne A. Block, P.E. PE • 525II3 Impact Resistant: Yes Created by Independent Third Party: Design Presswe: N/A Evalual.11 Reports Other. 1) See hutallation In1tnll3ians/Design Pressure F-1-3136 R3 AE 1`01002-RUV2-ER MuPluns.pdf Uraw'ingJ for UP. 2) See Flulllon Product Evaluation Report FL313C R3 AE KCI_QAL15en51._A.pdf for complete list of Limitations and Conditions of Use. Created by Indupendent Third Party: ____.._________ ____..�._.r_.�........_I _. _________._ _ 3136.9 1 No. FE5708, External clip External clip for 2x tube Mullion Limits of Use Installation, Instructions Approved for use in HVHZ: No FL3136_R3_II_Mulllvll Illsta6ll_FL3136-06.pdf Approved for use outside HVHZ: Yes Verified By Wayne A. Block, P.E. PE - 52503 Impact Resistant: Yes Created by Independent Third Party: Design Pressure N/A Evaluaticn Rt pmts Other: 1) See Installation Instructions/Uesign Pressure fUA?, R3 AE FEII002-Rey2'ER hlulliols udf Drawings for UP. 2) See Mullion Product Evaluation Report F1.3135 R3 AE KCI QALlcensce.pdf for complete list of Limitations and Conditions of Use. .--- Created by Independent Third Party: 3136.10 IVs. FE5709, Fin Tube Mullion 1" x 2" x 1/0__ Limits of Use Installation Instruction.: Approved for use in HVHZ: No I L'317§all _11 Mullion lnstailI 231"36 6-06.pdf _By: Approved for use outside HVHZ: Yes Venfled Wayne A. Dock, P_.E. PE - 5250J Impact Resistant: No Created by Independent Third Party: Urafgn Prussure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL313G_R3 AE-Rev2-ER.-Mulliont.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL741-IQ R3 AE KCI OALieeIl e pl_df fur coniplele list of LluAdduna and Coudillotis of Use. Created by Independent 7fdrd Party: 3136.11 NI u. FE573U, Fin Tube MUM -1" x 2" x 3/8" (fronUback) x 1/B" (side) _u--_vW"_.J Limits of Use Installation instructions Approved for use in HVHZ: No PP FL313b K3 11 Mull n I t II FL3136 -06 df _.._ ... -.-_ _. _P -. 7 A uvea for use outside HV Z: Yes le H PPrY Vol h d B Wan A. Block, P E. PE 5 583 Y An act Resistant: No P r' r , i J b Independent Third Y pParty: Design Presswe: N/A Evaluation Reports Other: 1) See Installation Instruction^/Decign Pressure FI313G Rs AE FEIIU02 RPvZ-ER hhtlljwnr (if r ^ for P rl Product Evaluation Report U JN II IJP U U . 2) .tact Mullion IO p 6 r FL>_3> R3 AE K_1 ALlccn �eQ. df __ .Q p fur complete I^ f n I tions, of Use. o co, p t.tt. L,[ o U i talions and Condit o Created b Independent Third Party: Y G Y _ FL # 3136.12 No1E5711, F1 Tube Mullion. 1'' x 2-7116" x 1/8" Limits of Use Installation Instructicat, -~ Approvcd for use m IIVIIZ: Plo R3 Ir•nl F' If- FL3136_ _I 1 I o i_In�tali I_x13 6 )7.pdf A roved for use outside HVHZ: Yes PP Verified B : Wa ne A. Block P.C. PE 52583 Y Y Impact Resistant: No Created by Independent Third Party; 0-1um Pressure: N A g / Evaluation Reports P Other: 1) See Installation Instructions/Design Pressure FL3!36_R3 AE FEI10pL R v = lultohspdf Drawings for DP. 2) See hl Ullion P,uducl. Evaluation Report FL31- 6 R3 AE KCI QALlceiiee.pcif for comPluto Inst or Limitations and Conditions of Use. Created by Independent Third Party: CertaiHTeed Corporation -Roofing Addfuo/Phone/Enlall 3136.13 No. FE5712, Fin Tube Mullion �._._. ...W_ ...-_..-'T- --_----- 1" x 2-7/16" x 3/II" (front)hack) x 1/0" (side) - Limits of Use Installation i tractions Approved for use in IIVIIZ: No FL3136 R3 11 hlullian Install FL3136 6.06.p_,f Approved for' use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE -52583 Impact Resistant: NO Created by Independent Third Party: D - Design Procan e: N/A Evaluation Reports p Other: 1) See Illttallatiori Instructions/Design Pressure FL3 36 R3 AE FEII00 Rer ER Mullions Pdf Drawings fur UP. 2) 5ee Mullion Product Evaluation Report Fits- 13( R3 ri AE KQALIc I, ,a _,pJf fur complete Inst Of Llnlltation5 and Conditions of Us=_. Cleated by Independent Thh d Party: 3136.14 Nv. FE5713, Fin Tube Mullion ____----____ ------ __..-_--.----------_- 1" x 4" x 1/6" ---------- ------- Limit. Limits of Usc Installation Instructions Approved for use in HVHZ: No FL3136 R3 11 MUlllon Install FL3135 6.06.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: NO Cleated by Independent Third Party: Design Pressure: N/A Evaluation Reports ' s Desi n Presswe Other: 1 Sea Installation Instruction / 9 o_ FL3136 R3 AE PEII00 -Ra✓_ ER Mullions Lot u Drawings for DP. 2) See hiulllon Product Evaluation Report FL3136 R3_AE_KCI QAUcens e.pdf for complete list of Limitations and Conditions of Use. _ Created by Independent Third Party: 313G.15 11 111114, Fin Tube Mullion 1' a 4" x 3/8" Limits of Use Installation Instructions Approved for use in HVHZ: No FL3 36 R3 II Mullion Install FL313G 6-0o.Rcl-f Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. 52563 Lnpact Resistank Yes Created by Independent Third Party: Design Pressures N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure PL3136_R3_AE_FEII002-Rev2-ER Mullions.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL3136_R3_AE_KCI_QALicensee.pdf for complete list of Umitations and Conditions or Use. Created by Independent Third Party: ._—__—._-.____-_._—...._ ...__..�.__._.�_-_-_-.- _-..____ 3136.1E No. FE5715, Flange sill/fin clip Flange sill/fin clip for 1" x T' mullion Limits of Use Installation Instructions r HVHZ: Approved lot use in NO FL3136 R3 II Mullion -Install FL3U136 5_(76.Rdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Bleck, 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 AEF 02-Rev2-ER f,lu 11 ion;:,pdf Drawings for DP. 2) See Mullion Product EValuat1Or, Report FL3136 R3 AE KCI OALicensee.pdf for complete Inst of Llmitatlons and Conditions of Use. Created by Independent Third Party: r-- _-__—_ .__.. ..._... _ _ -- -- 3136.17 No. FE5716, Flange sill/fin clip Flange sill/fin clip for 1" x 2 7/16" mullion Limits of Usc ��_ Installation Instructions Approved for use in HVHZ: No FL3136_113 lI biuIIIgrJ_ I l_rll-_FL3.13 G-QG.pol Approved for use outside t[VHZ: Yes Verified By: Mayne A. Block, P.E. PE - 52583 impact Resistant: Pro Created by Independent Third Party: Ucsign Pressure: fl/A Evaluation Reports Other. 1) See ]ustallatlon Instructions/Design Pressure FL-313(5_R3_AE_FEIf002-Rev2-ER_MulllonsJ2df Drawings for OP. 2) SOL MUlllon Product Evaluation Report FL3136 R3 AE KCI OALictH see pSlf for complete list of Limitations and Conditions of Use. IT Created by Independent Third Party: -____..._..._...._____._._.___._....-..-____-.__....__.___ 3136.18 I No. FE5717, Flange rube Mullion 2" x 4" x 3/8" (front/back) x 1/6" (side) f 1 r ( I ht ,(j I11�i ) lilt (` U 4 1t _�!j Rooting ,('fb aI r v, b.tle��I'll r ,f'« ilRg'!kr d'.i,,.»,_ .. ?.?_ .•:T ui _xEii I . Asphalt [ slim 3! 1 It a u.iu� ;7:(>. fill:•• .SiIE I - Evaluatlon Report From a Florida Registered Architect Y+ iisJru�li'ri r ad%tlrrule)Z&m.rsr�ti47'_99yfVN!1)1 Uelo llama [ LOO LI I J K2ItoLroton I not Fopk3 [ 6ubmit Sn,rb,o t SlnU are:b 1 Pubicslions 1 mC 5tnff 1 bels Site Mop I Unl¢ 1. s.rch ( e -,z: kPP Product Approval instal: pubis `L• Evaluation Report - Ilardcopy Received FL121O3 a. _ nv.1M Ima�U> A,�p Gcr,i ill=.t>Aprr"Uon Detail Robert Nieminen FL # FL5444-R2 Application Status ApplicationType Revision PE -59166 Code Vol 510" 2007 Underwriters Laboratorles [tic. Applicu Liml Status Approved 10/01/2010 Comments Validated By John W. Knezovlch, PE Archived s.. K Validation Checklist - Hardcopy Received Product MJHufacturer CertaiHTeed Corporation -Roofing Addfuo/Phone/Enlall PO Box 1100 Referenced Standard and Year (OF Standard) Standard 1400 Union Meeting Rd 3773 State Road ASTM D3161, Class F Bllle Bell, PA 1x422 6940 Stuart Ave ASPM 03462 (215) 274 2350(m Jack himver Y ASTM D7158, Class H riche rd. a 5nydersai n t- go bain.com Authorized Slgnaturo Richard Snyder Jeremy Kelsey (419)853-4656 rirhard. a.sn yder(disai n t-gobain.com lmawery(,)IL,de.mm rkidlulcal Rcpw,untativu R. Allan Snyder Subcategory Addl ass/Phone/Eluall PO Box 1100 'Evaluation Report from a Florida RegUtcrcd Architect or a Licensed Compliance Method 1400 Union M=_eting Road Evaluation Entity rl Evaluation Report - Ilardcopy Itecelved Blue Bell, PA 19422 Alan Reeves the Evaluation Report AIIan.R SnyderC,3sa int - go baa n.corn Quality Assurance_ Representative Addres_ Phon? Email Categoryles Rooting A, Fi, aka 7 :�'i :ft }� u x�f• 'fr - r•' r,.r 11 {r -r I � Rtt) J,: f '{ } 1[ } Subcategory orY Asphalt [ slim r? r r u'. r rxirM1 .-ixxi L'�..rl�eril'.su".u,Oxyx,(..,aan_ri)x^..,.nlix.�.laiu.e nx.xt 5'ui Compliance Method Evaluatlon Report From a Florida Registered Architect or a Licensed __- Vinyl Siding _'__..._.--_-_._...___....._____ ........ ._........ __, Florida Professional Engineer Installation Instructions t,udut. = ,11,.a_ ech,.^,.n c.,nl:t, n,Pl'xaten Uctail `L• Evaluation Report - Ilardcopy Received FL121O3 Florida Engineer or Architect flame who developed Robert Nieminen Code Ver shun the Evaluation Report Application Status Approved Florida License PE -59166 Archived Quality Assurance Entity Underwriters Laboratorles [tic. Alside Quality Assurance Contract Expiration Date 10/01/2010 Code Version Validated By John W. Knezovlch, PE (330) 922.2389 Approved K Validation Checklist - Hardcopy Received Authorized Signature Certificate of Independence FL5444 R2 CDT Trinity ERD rertificaiton of hideinldenco dfdf Referenced Standard and Year (OF Standard) Standard Ycar 3773 State Road ASTM D3161, Class F 2003 6940 Stuart Ave ASPM 03462 2004 Jack himver Y ASTM D7158, Class H 2UU5 Equivalence of Product Standards Certified By Sections front the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 00/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 11]/13/2009 FL #Model, ,Number. 5,144.1 Certain Teed As or Name halt Roofing p IIi Shingles 9 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to Eft Section 5 for Limits of Use D .... iP tion 3 -tai, laminated, architectural and 4 -tab asphalt roof` shingles __ Installation Instructions FL5444 R2_II_er072709FIPIAL_Asphalt Shingle,_ FL5444. R2.odf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Re orts P FL5444 R2 FlE ar072709FINAL Asuhdlt Shlnule FL5444 112.0f Created by Independent Third Party: Yes F. rr ,' 0<A.,rrme,x arcnarn mlynmrrs Frond, eon✓ rg Code a,mie Cod-osist-de of, _... 1 :� t ❑ n lig 1! II J ISl f J fi i k, ix in r -• '. •ran.. ._.. _. .;. ..., rrrre, . _., It _. ., th Ll f C. �[! r 1 aa' , ., r ;44 f' 1iL r fI t. .- >aS I� F t Ir,t). 1'D. tP.T. f �j1�i I A, Fi, aka 7 :�'i :ft }� u x�f• 'fr - r•' r,.r 11 {r -r I � Rtt) J,: f '{ } 1[ } .I li f'P r )°�`' l {R,.R. ,J('�3l rr jty.,.I'({ liA�.CEk2fai.�li15 fi l:i� II�" Date Pending FBC Approval r? r r u'. r rxirM1 .-ixxi L'�..rl�eril'.su".u,Oxyx,(..,aan_ri)x^..,.nlix.�.laiu.e nx.xt 5'ui ,I t Hr l:, rlo�a,. La, In • we-r.� ,n r Hae r -r J o a v I vp s i sub- 1 . t P , r , ' 3 t :ucwga I stag � fags ,,.,tx to a oc .;i,n • r rc; :rn n•p I n : , ,.,, - � L1. ,j Product Approval F U5ER: Pool IJ5cr Oa __- Vinyl Siding _'__..._.--_-_._...___....._____ ........ ._........ __, -) Installation Instructions t,udut. = ,11,.a_ ech,.^,.n c.,nl:t, n,Pl'xaten Uctail FL FL121O3 Application Type Ple'w Code Ver shun 2007 Application Status Approved Comments HVHZ. Allowable Design Load for all Archived �_ Product Manufacturer Alside Address/Phone/Email 3773 State Road Code Version Cuyahoga Falls, ON 44223 FL2075 R3 C CAC 07110506 RV10 MTAMt DADE.Ldf (330) 922.2389 Approved nthnmpsonf 1alside.com Authorized Signature Nick Thompson Installation Instructions nthompsoncua LldQ.com Technical Representative Click Tha,npsan Address/Phone/Ercall 3773 State Road Created by Independent Third Party: Cuyahoga Falls, ON 44223 6940 Stuart Ave nthompsonQalside.com Quality Assuae Re eentative Jack himver Y Address/Phone/Enlall 3773 State Road Address/Phone/Ernall Cuyahoga Falls, ON 44223 Jeremy Kelsey (419)853-4656 Hialeah, FL 33014 lmawery(,)IL,de.mm Category Panel Walls Subcategory Siding Compliance Method 'Evaluation Report from a Florida RegUtcrcd Architect or a Licensed Compliance Method Florida Professional Engineer Evaluation Entity rl Evaluation Report - Ilardcopy Itecelved 1-lorlda Engineer or Architect Name who developed Alan Reeves the Evaluation Report 12/31/2011 Florida License PE -19354 Quality Assurance Entity Architectural Testing, Int:. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. UHch, PE ;4 Validation Checklist - Hardcopy Received Certlticate of independence EL_JZ,1D1_t2.1Q1_:1tl_4f hldlalt iala:e. df Referenced Standard and Year (of Standard) standard Year ASTM D 3579 2005 Equivalence of Product Standards Cerliried By Sections from the Code Product Approval Method Method 1 Option D Date Subrnitted U2/12/2u U9 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Dat? Approved 04/07/2009 12103.5 Coventry ................___. _-.._-__- __- Vinyl Siding _'__..._.--_-_._...___....._____ ........ ._........ __, Limits of Use Installation Instructions Approved for use in HVHZ: No FL12103 RO II Coventr _-2• f Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Thud Party: Yes Design Pressure: N/A Evaluation RePcrts Other: For use as exterior cladding only. Not for Use in FL12303 Ru AE Coventry,pol HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Trlple 3" +/- 86.5 psi with Halls. KAYCAN LTD 1 h 1 r` {r- J : u 1t 411ir't�R}1'2kf111111 t` G c1 i1 ' � lar t f I � 1l � z... A }p {�ljg t if R.i'A9 ;d .T: .ls :. i H li'##. ' j} t q}}" It I.al, ii? dE �5�l{1�t i. w. MU ��k6�I !': i yy 7ri.. .:13H—, i I,,, In i tl:.-.r I?. o-,-,,- I Hot '.,,a 1 5ub:nir5ul ht ,o I `lois°&Facts I P,,ick end I 1W. st.fr I .I5 ire Mop I,,, , F,.",h I 1, uD, �^rProduct Approval C r FL2075 R3 _ _AC 07-1305.0> RV 10 MIAMI DADE.udf R USER: Pubis lrcr ���irj 'rtl.^ ..P map HP r1 • . 4F F7R" a rf L'rs>Ss�:u,�P.aa ri'`'1,.:t.rjfcL..,.o,a.:,ii;:itL.,a.,�',J'a� "cd:n-tAr. novel M.n, :gP11U:L:ar'diPlt, Dsrla A(,o>?>4Y!atbn LBt> Applk<tioo Cetaa FL 4 FL12199 Application 'Type No. Code Version 2007 Application Status PP Approved PP COH nlents Application 'Type Archived %a r'. :... Product Manutadr- KAYCAN LTD Address/Phone/Email 402 Soyer Cird? Code Version Williston, Vi 05495 FL2075 R3 C CAC 07110506 RV10 MTAMt DADE.Ldf (905) 793.9462 Ext23S Approved alex.jovanovicfglkppt odu cts.com Authorized Signature Jovanovic Alex Installation Instructions alox J ovanoviaq)kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Email 255 Sumnierlea Road Created by Independent Third Party: Brampton, NON -US 05,176 6940 Stuart Ave (905)793-9462 Ext 235 Created by Independent Third Party: alex. ovanovic(,ak roducts.coro J _ PP Quality Assurance_ Representative Alex Jovanovic Address/Phone/Ernall 255 Summerlea Road Jeremy Kelsey Brampton, NON -US 12345 Hialeah, FL 33014 (416)553-6810 daikJonet alexdovanovic4kpproducts.com Category Panel Walls subcategory Soffits Compliance Method Evaluation Report Front a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity ArchileCGaral Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Quality Assurance Representative I . Validation Checklist - Hardccpy Received Certificate of Independence FL1'Lt99 RO COI 1R: Cnrtificnte of Ind_,?,, c,J,ndi._un LL pdf Referenced Standard and Yearof Standard) ) Standard Y,_.;_:+r ASTM D3679 2005 Equivalence of Product Standards Cerluned By Sections from the Code Product Approval Method Method J. Option C (12 26 701]9 Date Submitted / Date Validated 03/02/2(109 Date Pending FBC Approval 03/OS/2009 Date Approved 04/07/2009 FL # I plodel Nuu,her or Name Description ___-__ 12199.1 Center Vented 12 y5olld 12" Triple 4 • Partially Per rvra Led Vinyl Soffit Limits of Use Installation Inst Units Approved for use in HVHZ: No FI.17194 RO Il K3V 3n In<_tallatlor .p,f Approved faruse outside HVHZ: Yes Val By: ICC Evaluatl on Service, Inc. Impact Resistant: N/A Created by independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Must be Installed a5 per the manufacturers F1,12199 RO AE ESR -1495 ion 09.adf :t !,!I!1 i2 ..! 1t1�[It. S-lt ti731. .. _,.. 2. k ! idki, Si i1.ii'f}td,'Il ', wp { p "Y1111jjjg.�,j,oj !1 i : €€[� t[ :.M r' A f 2075.1 _a VEN FRV30 J I 2 1111. tk .Iai!liii.ai3 y�.n] ff^'."f"^f,� t I i„� � ii ' t a.. I t r p��n{�2i.., { • t. lS f t i ,.r�'2t f. l E� li .. .. C r FL2075 R3 _ _AC 07-1305.0> RV 10 MIAMI DADE.udf Approved for use outside HVHZ: Yes ���irj 'rtl.^ ..P map HP r1 • . 4F F7R" a rf L'rs>Ss�:u,�P.aa ri'`'1,.:t.rjfcL..,.o,a.:,ii;:itL.,a.,�',J'a� ^I f! I^ F1el,l.,m- In In ! ll :��nc :heh.,n Int T,pt, .,,hent ;achy-,- ,t r, ar„t, i I -d -Dr ttn,r., -f 1 rtu; :.toff lC^ n[ M- Un - 1 - h �1 (k I Approval Other: FL2075 R3 II 07.1105.06 RVIO MIAMI DADE.pdf wProduct :I ,USER. Pock Usc, :..,nS Verified By! Mlanll-Dade 13CCO - CER FL11024 P ud rt P , v.,l i r odnct A, ,1­1,oi A: ,G,a L: f i Application Uct,a Application 'Type FL 4 FL2075 R3 Created by Independent Third Party: Application Type Revision --__-Y_ Limits of Us. Code Version :007 FL2075 R3 C CAC 07110506 RV10 MTAMt DADE.Ldf Application Status Approved Impact Resistant: N/A Comments Design Pressure: N/A Installation Instructions Archived Gel Address/Phone/Email Product Manufacturer Florida Metal Products Inc. Created by Independent Third Party: Address/Phone/EtnaiI 6940 Stuart Ave Product Manufacturer Created by Independent Third Party: Jacksonville, FL 32254 )h keltey(LBsemetals.tom (9U4) /U3-U4UU Authorized Signature Jeremy Kelsey clark(gltlarnco.con Hialeah, FL 33014 Authorized Signature daikJonet Technical Representative Je,emy Kelsey dark(Ptlamco.com Address/Phone/Ernall Technical Representative darkjvnu5 Address/Phone/Email p o box 6310 Steve Pulliam (904)757-4200 Ext 4682 Jacksonville, FL 32236 Jhkelsoy'%sernetals.corn (904) 783.8400 Quality Assurance Representative Gerry Shotsberger clark(r flamco.com Address/Phone/Ernall Quality Assurance Representative dark]on?s Address/Phone/Email p o box 6310 (904)596-4204 Jacksonville, FL 32236 gpsh Otubergerr@semetals.corn (904) 783.8400 Category Rovfing dark(grIarnco.com Subcategory Category Roofing Compliance Method Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Marl( o' listing Certification Agency t41an0-Dade BCCO - CER Validated By Mldrrll-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 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07700/2000 Date Approved 09/15/2008 Sunmury of Products FL# Model, Number or Name Duscription 2075.1 _a `7ENTKVI() VEN FRV30 - s o s Lirnrt f U e Certification Agency Certificate g y Approved for use in HVHZ: Yes C r FL2075 R3 _ _AC 07-1305.0> RV 10 MIAMI DADE.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dat. Impact Resistant: N/A 01/31/2009 Design Prussuxe: N/A InstdWtimx Iustrxrclious Other: FL2075 R3 II 07.1105.06 RVIO MIAMI DADE.pdf 12/31/2010 Verified By! Mlanll-Dade 13CCO - CER FL11024 Created by Independent Third Party: Application 'Type Evaluation Reports F�--.___._. Created by Independent Third Party: 2075.2 VEN PKVIO� VENTRV10 --__-Y_ Limits of Us. .__.._.-, T__._. __ ^_. -- - _ Certification Agency Certificate Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RV10 MTAMt DADE.Ldf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions Other: 1L20/5-R3_11_0.Zl,I.Q LLRV1.V-f:IJACyLL)AUk,"f Address/Phone/Email Verified By: Mlaml-Dade BCCO - CER Ardiived Created by Independent Third Party: Jacksonville, FL32215 Evaluatlon Reports Product Manufacturer Created by Independent Third Party: [ur<•kl CNexti ra A,41ni r sslptp p Wy.irrarant of Co,nnrwiny nrr'lis Frurfu, soadmp coda adeno Codes .yid SLv,dards ":1 2 i it iT f' 4 1rii iiif �; - � Shutters ir{{{i�tnr iT q)Ill^Rl rf t >"t M.�dwr 1 tri 9i. tih . t r Compliance Method f i# } "kl - Ell .FfIf1,;; �}�i���s�i-,,�riy�Vix�dlt-yf+ drU LCfIJ Ii4T A 1L }ttt$Il< : pdi h tru`,�1UM ru SHoma I log In 1 Un-Rcdsh.Uon i Hut TVp:Is i :,,b t-uleluy- 1 Nolanrafts ( Isuo b's [ Fac Mair I pets,-L-rlaP i Lias J `-ca Lit i r 1Product Approval USEN: PoIck 0,: V Product Manufacturer Florida LIC?Ilse PE -11955 t National Accreditation and Management Gmlitule gel du:rruu:,val Menu> ludactar r,i.,,I, I'ltfxrs CB1,s.QkoLeuLua> Applrauonoetau 12/31/2010 FL # FL11024 anthony tValufabh urncane.com Application 'Type New FL722 R2 COI 024 cert Indloend.odf Code Version 2007 Revision Application Status Approved Code Version Comments i■ Archived 12 r Iy Product foam facturer Southeastern Metals MS. Co. Address/Phone/Email 11801 Industry Drive Ardiived ;i,f Jacksonville, FL32215 E Product Manufacturer (904)696.4662 A coZ V )h keltey(LBsemetals.tom 7635 w 2nd Ct Authorized Signature Jeremy Kelsey Hialeah, FL 33014 ) h Ikcisey @semeta It.cOn Technical Representative Je,emy Kelsey Address/Phone/Ernall 11801 Industry Dr. 5tevei$ creta Rach.cotn Jacksonville, FL 32218 Authorized Signature Steve Pulliam (904)757-4200 Ext 4682 Jhkelsoy'%sernetals.corn Quality Assurance Representative Gerry Shotsberger Address/Phone/Ernall 11801 Industry drive Jacksonville, FL 37210 (904)596-4204 gpsh Otubergerr@semetals.corn Category Rovfing Subcategory Products Introduced as a Result of New lechnology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality Assurance Entity Mlanil-Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15720111 Validated By hllanll-Dade BCCO VAL Certificate ficate_ of ,,,dependence Referenced Standard and Year (of Standard) Equlvalence of Product Standards Certified By Sections frons the Code Standard TAS 10U Year 1995 Approved Evaluation Entity F! I_1 4 R.2F.Ilg1`Lti40i111 (" A ' €at.RgLtiOBt Ralf .Lit h 2 1 d n Il.. rf f nPi a hf sin rs L P I C 1) £1�ili 1 L t f i1t'tyR��-IYYi .. f� •E JEI., E{� tri ,"'€ .tt. i ftl ffiJ f� ilrra. w Shutters �t 1 -$ ! iF- d3 2 s t f' r art j,.,;g J' ' 4'II) if3 LSF��ti.... _3.id Compliance Method ......... 'r . u.. ,., Ife'S:r'�is+r�'.[(uius'3�.3(Sil�, . _._r. - ,. t .:. , , .. , wt,�1.. .taEi�;4u�'.,is.>lr� iCll nnn,c I loo In , Usc R,g,Hahan 1 Fu[�o�rs ub»t 5uzfwry� I ``tua SFn[L u.arceran 1 FBC SInII { nil„dr. Mnp I Iter i .ra rch a Product Approval USUt: FuV.c U;cr Product Manufacturer Florida LIC?Ilse PE -11955 t National Accreditation and Management Gmlitule Quality Assurance Contract Expiration Date 12/31/2010 P"Ooct. Auuoval ta—> k„d o to, Aro.,.,l v,h: ctacIijQnlzt: APplkatlon Detail ORLANDO L. BLANCO, P.E. anthony tValufabh urncane.com FL 4 FL722-R2 FL722 R2 COI 024 cert Indloend.odf Referenced Standard and Year (of Standard) Application Type Revision ASTM E 330-02 ZU02 6971 West Sunrise Blvd. 104 Code Version 2007 i■ Application Status Approved r Iy Q \LV Comments . _ UAJ p®c Y^ wd/ u) Ardiived ;i,f E Product Manufacturer MQtal Tech, Inc, A coZ V Address/Phone/Enlall 7635 w 2nd Ct Hialeah, FL 33014 ("305) 9/0-790/ 5tevei$ creta Rach.cotn Authorized Signature Steve Pulliam E I1g I11 eer In gC_)r118taitech.Com Technical Representative address/Phone/Ernall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storni Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Application Status Florida Professional Engineer Comments -si Evaluation Report - Hardcopy Received Florida Engineer ur Aichitucl Name whu developed Robert S. Montour the Evaluation Report Product Manufacturer Florida LIC?Ilse PE -11955 Quality Assurance Entity National Accreditation and Management Gmlitule Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. anthony tValufabh urncane.com ixa Validation Checklist -Hardcopy Received Certificate of Independence FL722 R2 COI 024 cert Indloend.odf Referenced Standard and Year (of Standard) Standard Year Pedro De Figuchr do ASTM E 330-02 ZU02 6971 West Sunrise Blvd. 104 S; -FD 12.99 1999 Equivalence of Product Standards Certified By Sections from the rode Product Approval Method Flethod 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2()09 Dot Prandin J FBC. Approval U3/11/20U9 Date Approved 04/07/2009 FL n—..YModd, NumomDescription—.-.------...-......-...--.-.-----,---- r Nae Diption ____._._...._.._,—__..._........._...__._._—___.___.____ 722.1 .024 Galv, Steel Hurricane Panel Lin2its of Use Installation Instructions Approved for use in HVHZ: NO FI 722 R2 IT 024 drrvinu.ndr Approved for use outside HVHZ: Yes Verified By: Roberts. Montour PE 11955 Impact Resistant: Yes Created by independent Nurd Party: Yes U-ISin Pies....; N/A Evaluation Reports Othur. Plot for' use In High Velocity Huirleanu Zones of the F1.722...R2. AE. 42:1.. avaluaNsll.ulif Florida Building Cuda. Maximum Spar 140" at 24.52 P.S.F. Creatud by Independunt Third Party: Yes Plaxinlunl Doslgn Load 103.02 P.S.F. with a Span of 55" Lu�nk mea 11 Admo.tntnn _' rr I ofc.--y Aff its ro, nussnq coda c.,soa Codas and 5tand—k, ' ss5 _nomad Oektsu e,aN I a I>hassee, tknde ,,1, 99 21 LU 4 X IiiI w k' i' 2 S • 2 u l, ttm h {E IF7Au Ap. I t1.'yt. �>'.. '.I.. )r. ,. '., f ii, y`- A-1,11, itt €�� i .T. .... T - f ,�yy{{ , 9 > {{.$' 1I,�I�. .ti,A 3 �i "' :.-.. m . r S'E UCZH rc I Los 4, I Ux-Rc7'sl.U.n I I'ot%,,.x !. Cubmk ..... _- ... .4111-1i :1:t e,.E I sou Ji`xV.t lrisl uw`tCIrF'i,m,:(FtLns. rrurl5v' psru'm., SurchI e, i `,2a L -&rad, I Po -f ,,fora I me Ctaif 1 OCl. ala MnP I Lulu I -earth I hLq ,.Product APProval It USM: ruu<U:cr 'craneApia" I r1.'' , 'r _d Y 1r LLu:c_to , •4e d, a ar 1 stn w_c> AppLolion DetaJ FL 8 FL4804-R2 Application Type Revision Code V-iuu 2007 Application Status Approved Comments :".';r1 Evaluation Report - Hardcopy Received Arcillved R Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Email 13000 NW 38 Avenue Quality Assurance Entity Opa Lecka, FL 33054 Quality Assurance Contract Expiration Data (305)688-4701 EXt I9 Validated By anthony tValufabh urncane.com Authorized Signature Robert Andrade(L Certificate of Independence anthonyalufabhurricane.com Technical Representative Pedro De Figuchr do Address/Phone/Email 6971 West Sunrise Blvd. 104 Plantation, FL33313 EngcvlLavLcom Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Date Subrnitted Florida Professional Engineer Date submitted :".';r1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report 07/17/2008 Florida License PE -52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Data 12/31/2010 Validated By Jesus Gonzalez, P.E. (D R Validation Checklist - Hardcopy Received Certificate of Independence FL,B.OA..-M-QQI--Q9 _0}2. CLpdf Referenced Standard and Year (of Standard) Standard Year -- ASTpl E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections from Hie Code Product Approval Method Method 1 Option C Product Approval Method Method 1 Option D "Weather -Vent" Vent" oh -Ridge Static roof von[ Date Subrnitted 04/10/2009 Date submitted 07/09/2000 Date Validated 0.1/22/2009 Data VJlldated 07/17/2008 trate Pending FBC Approval 05/16/2UU9 Date Pending FBC Approval 07/18/2008 UJCe Approved UG/09/ZOOS Dale Approved ppru 09/15/2008 (D rn ni'll. v of Products L #v'Y�.-.W_ Madel, N r oName Oescription 1024.11 "Weather -Vent" Vent" oh -Ridge Static roof von[ i nuts of Use - Installation Instructions Lpproved for use in HVHZ: Yes FL33024_RO 11R,OO,UjJgfA 4v_ath'& Jgrlt_pdr o Lpprved for use outside HVHZ: Yes Verified By: Miami -Dade SCCO - EVL trip act Resistant: N/A Created by lndependentl hard Party: )esign Pressure: N/A Evaluation Reports 7[IlOr: _ FIA 1024 RO AE 2003 NOA Nleatllel' Ven[.gtlf sack next rc'A n.vaoe,rn VaPanmeprareonv ayanarrs Fwcrda nmmiog codes Ooma C _ and Stamlardc 155, -, 155, Lkol-1. R # 1 Model, Number or Name Description ...___..___.� 4804.1 24ga & 22ga Steel Storm Panel, ._..Corrugated 22ga and 24ga Steel Storni Panels _.--_-- Limits of Usc Installation instructions Approved for use in HVHZi NO FL4304 R2 11 09-032 OWG.odf Approved for use outside HVHZ: Yes Vurllled By: Pedro Do Flguureldo 52609 Impact Resistant: Yes Created by Indepmident'Thlyd Party: Yes Design Pressure: t-104/-104 Evaluation Reports Other: Product to be manufactured, designed and Installed Ls per drawing 09-032. F1_48U4 R2 AE 09-032 PER.( Created by Independent Third Party: Yes rrA A, rl,i sin Ocy:,rta,cnt nfCon,n,ur,xy Aff its ,!arida..dsinq Coda ,,sk- Codcsand5fan wa ''- ti luma,d Oa.Yt'<,uk Uald Teilah, -_2, Fk rile 323.7-2100 11 CD V) V J — n, W �0 U (� "� 4Y L ® L. _4J teWl' m . ® 0) - ;+ (D rn N A:j V! ,. 0M ® -- v, ® i■ qa r Iy Q \LV . _ UAJ p®c Y^ wd/ u) ® -6-0M_ E IM .- A coZ V Z W J SHEET N0. ,. W Al ".. �' 1' 11 I 11 ,. i■ 11-1 11 �0 r Iy SHEET N0.