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HomeMy WebLinkAbout6539 Paden Wheel Stb A.B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base abinet B.F. Bifold Do Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling ` Col. Column Comp. A/C Compressor C.T. Ceramic Tile a Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor F.G. Fixed Glass Fir. Floor Fdn. Foundation ABBREVIATIONS Fir. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal P.L. Parallam PLF Pounds per linear foot Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room REVISIONS Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof 06/01/14 1.00 NEW BASE PLAN CREATED IENN/�ReM MODEL F150-2600 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 1.1 INTERIOR ELEVATIONS 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office 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. T z_o Z z� Q Oa O Q a--J w -- m O UJ E _0•U _1 cN/i 00 0 0 r— U m n (DM w E H p U O c am)) to r) � ;O M O NO _ CD U y w�0 'o Y CY <Lrn nn av ovQo A1 B D. N C.B.D a ,. LL d r U< o Z O '° U,(3) �+ ZLLQ aaNl W N R e 0 000 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I! O Z N O M O M Q M Ln a v,•Ld- Q " LLn Q ZZ oC tJ Q 00 0�0 � M WJ C) 0 wLo w Z `) Wmza. e� vl-gORa0 �O OaU Z>-QU�< sIZZl.-Z z CLU >� L O in aQQ � 3 U o vS03LLJ O ►-a0Zo LU i } V i W J 0 Ln N Lna I— n/ Q Z U O O O O W .~Z°°O LL Tt V ra Z O W Nxo� W°�p�00 z N U) 0 _> � a (n 0W� w OLLZa- �LZ S0LU o~ °C) � - Oa W �O QC)V—z U LU F_ Z Za SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. C S r ca ir _r co N rr 12'-32 4 OPT. DEN 9'-4" FLAT CLG. CARPET M_ BA. 3 9'-4" FLAT CLG. TILE BEDROOM 3 9'-4" FLAT CLG. CARPET DEN OPTION SCALE: Y4"=1'-0" 'r6l M J) C/) Ca Ir 13-4" 18'-0" 18'-8" 4'-4" 2'-0"' 0o T-O" AC PAD �, �D 35 SH ----------------------------- 25 SH 25 SH -77 71 00 8H *EGRESS EGRESS N LANAI 9'-4" FLAT T) MASTER NOOK CLG. A.F.F. VAULTED CLG. 0 U) BEDROOM U) 4) CARPET 9 60 EO 0 U) U) W VAULTED CLG. LO 0 00 0 W CARPET to ALT 1134" 4'-8" U I AC PAD I (E) G.T.- - - - - - - - - - - 9080 SGD NOTE: FINISHED WALLS (n _T5 71 LT 11 ff �T[US-14-. FiEff VERIFY. H2 2 9-41 2'-0 11--21 6 T-2" 4 Id TYP. U.N.O. 8 FAMILY R&S 1 V-4" FLAT CLG. CARPET '_7 IL 7 WIC S3 1 V-4" FLAT CLG.. C? CARPET zo CIL 19 SIM.w/ 2x6 #2 SPF WALK IN C/) I <z y @ 16" '_7 9 SHOWER 00 0 Z U) O.C. 2468 2668 TILE TO 7' Lr) - '.7 U) oa A.F.F. M. BA TEMP. GL. ENCL. 9 0( ITCHE - ON 42" HIGH ;t 2468 9'-4" FLAT CL3. KNWL. co VAULTED CLG L TILE CARPET '.7 R&S T-8111 9, 8 1 3'-91 17'-2" 4- 2 G U? R&S C1,11 U) 3'-5" REd. ff- 468 05 3'-11' 5-71 2 IlF_ 4 PROVIDE - - - - - --- - - - - BLOCKING FOR I 5 SH. A MC j GRAB BAR - - - - - - - WIC - 2468 2x6 WALL 9'-4" FLAT CLG. U) 06 CARPET 0� C? U) 2068 BF Cf "It R&S LIVING DINING. CC 9'-4" FLAT CLG. ICN 9'4" FLAT CLG. f? H.. 4S B/ SHWR T LE 0 C14 0 7 A.F F d. CARPET CARPET 2068 U) 9 ACN 00 LO -Icq 19 (0 2668 BA2 U) cl) CID CD 9 50 14'-61 2 12'-73 :;t U-0" 4" T- 6-014 91" 7'-0" 9'-4" FLAT CIL < (0 ot 0? 2668 C� 5-1" 14�-111' J6 L. 2 5'-1 4'-1" It 2668 I I BEDROOM W 2 2x6 WALL 9'-4" FLAT CLG. W LO N - - - - - - - - I I DRYER VENT - BEDROOM 4 4v� I I THRU ROOF. C? U) 51" 1 1 2 25'MAX. 2468 BF �3 V- OPT. DEN 06 12468 1 1 TYP. 9'4" FLAT CLG. LA u 05 WIC U.N.O. CARPET LAT CL "_4" F' T-4" FLAT CLG. U) 12'-31' W 4 2'- 73 4 68 TILE �O 7--01- `7 2 CAqPET T-7-L" 4 12'-83' 4 CO LL Lo 0 W UHA - IN LL M 2868 R&S - 00 J) �R 0 ca 9'-4" FI-AT CLG. 0 X L HANSON - 'A 3-41" 51-7i" 4 6 2 LO CARPET BOX @ 36" EDGE OF SLAB 2" - 6" 6" A.F.F. BEYOND WALL 2668 - - - - - - - - BUILDER TO PROVIDE -1 5 APPLIANCE PROTECTION ATTIC WHEN REQUIRED PER FBC FOYER 1-0 314" 1 V-4" FLAT CLG. 4' 2'-5a IL ` W . �1) TILE M 9 - I I rc C LO 1.0 2868 LL BA 3 z V, � �3 9'-4" F CLG. r.0 U) 3068 W/ 36"x26" SIM w/ SPF STUDS @ -AT TILE 0 CN TRANSOM ABV. 7 12" O.C. W/ USP SPT4 7 STRAPS T&B GARAGE 9 - 26E 8 NOTE-Z 9'4" FLAT CLG. A.F.F. N - SIM wl SPF STUDS @ FINISHED WALLS TO 1315� C\1 - 12" O.C. w/ USP SPT4 FLUSH. FIELD VERIFY. - - - - - G.T. r - - - - - - - - - - - - - - - - - - - - - - - - STRAPS T&B - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60 U_ CID - ENTRY 00 U) - co , 2-- 2'-8" SEE ELEV. G.T. (ELEV. B) TYP. @ K BEDROOM 3 GARAGE S4 TYP. @ K 9'-4" FLAT CLG. GARAGE S4 SH CARPET 8 X 7 OVERHEAD DOOR C, EGRESS (2) 25 SH 16 X 7 OVERHEAD DOOR & 4'-8- 10'-8" T-01, 116-0" 2--0" 8'-0" �1'4'101 15'-4" 5-4- 29'-4" 50'-0" 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 - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2X6 #2 SYP W1 112" FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <e>(2) FLITCH PLATE (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 114 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.01E Fb=2950 <e>(2) - 13/4" X 16" LVL 2.01E Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.01E Fb=2950 (2)-2X4#2SYPW/1/2" Follow QIS4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When t ps are equ re VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +25.6 -27.8 rB +25. 6/-34.3 +24.5 -26.7 (5) +24.5 / -31.9 +23.0 -25.2 +23.0 / -28.9 SEE SN SHEET SEE SN SHEET H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 1 X 25 2 2 S.H. 13 20 X 38 28 18 1 X 37 3 2 4 S.H. 14 20 X 50 8 18 1 X 50 2 S.H. 15 20X63 18 2' X 62 2 S.H, 16 20 X 72 18 'X 711 2 2 S.H. 2132 27 1/4 X 26 26 X 25 ' 2 S.H. 3133 27 1/4 X 38 N/A S.H. 1334 2714 X 50 5 N/A S.H. ' 33 N/A 26 x37 I S.H. 1234 N/A 26 x 50 S. H. 2' 35 27 41 X 63 26 X 62 1/2 S.H. 236 27 41 X 72 26 X 71 1/2 S.H. 22 37 1 X 26 36 X 25 1/2 S.H. 23 37 34 X 38 8 36 X 37 3/4 2 S.H. 24 37 3 X 50 5 36 1 X50 S.H. 25 37 14 X 63 36 J2 X 62 112 S.H. 26 37 14 X 72 36 12 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 12 X 25 1 2 S. H. 33 54 X 38 52 1 X 37 2 4 S.H. 34 54 X 50 58 52 'X 50 2 S. H. 35 54 X 63 52 1 X 62 1 2 2 S.H. 36 54 X 72 521X71 I 2 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79X59 N/A S.H. FLOOR PLAN SCALE: Y4"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located, Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 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. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. Mill 507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SNII for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND I I I I I MASONRY HGT. @ 9-4- A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 2599 S.F. GARAGE 589 S.F. LANAI 144 S.F. ENTRY 36 S.F. TOTAL SQ. FT. 3368 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 I R-1 1/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. z co z ZV) (D (1) U-:) 4--J uj (10 n U 0 LU E U1711 co Co CN 0 cn I.- E 0) M r_ W n E2 -0 m r_ C14 0,00 -8 Qj Q :E LL 00 M - 00 0 1 i� - 0 le < C0 CL 0 LO 0:S 6 Ai N.C.B D-C T A z _W 8D. J71 WT, Cq= cc s 01 Z co-LL 0;� rN Q_ 4EL, W Z E,-v 0 Z CA lo LL LU cNn!E r 4) Lu E]E] 1:1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature an sea sony r t e structura eng neer ng port ons o the drawing pages bearing Engineer's signature and seal. Z f-4 ow N �-4 4-1 Lr) ­ =3 z > tn p 4_j (0 Ln ON 41) - V) z " U_ e-S CL f%j 3- 00 E Z M LU CD W _j C:) %0 0 Ce Z LU ILL LU LU Z b Lf) z z<0 0 it. U � z Uz, i.- z z Q z 0 11 W �2 5 111 R _j >. - um 8 LU LLJ z W Ln r14 r"4 000'%% Ln < CL LU 0 z U ui 0 0 0 0 < C:) tZ5 c-oj 2 W Z C) z D 2:!a Cy D z ED 111111110 z Lu W 0 0 8 ,:, �i l'- _j rq � W> 8 c) wou-z< � Q<� �-- 6 S Ln 0 Cy LL :, =�' I U) V) z 0 C:) 4- T.,.j c) LL 0 u_ Z .. 0 LU > Z _j :5 z LL SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. 2.- OPENING AT FOYER (VALUE ELEVATION) BATHROOM OPENING AT FOYER TOWARDS KITCHEN OPENING AT FOYER TOWARDS BATH 3 (VALUE ELEVATION) BATHROOM OPENING AT FOYER TOWARDS BATH 3 iv M 0 0 t; F- MASTER BATHROOM OPENING AT DINING RM, TOWARDS BEDROOM 2 00 OPENING AT MASTER BEDROOM OPENING AT DINING RM. TOWARDSFOYER OPENING AT FOYER TOWARDS LAUNDRY RM. La _ Z M o Z Z Q z Qj Q) U 4 -d � o .0 — L11 = 2 E o o cn 0 U mr oM LU E —c� m-0M Ooo WIN7C 6 yy sILL 00 o - l <L0 O Ln d ad A1 NN�.e°.0 O O C Z Ci O Z W'� -' 0,L c u. E aLEI Z z � C N ° 7 LL W a N a o'0 o m ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z N O (U r-, � M O Q 4-J M Q M Ln a. w 0 L- U Ln Q d 0"N z fu V Q 00 00 Q u z t17 WJ CD E Oz W LLLL0 LLJ mQ W GQ-' UI-g�o0 OZ zOaU a z Q U Q Q Z Z ¢ g Lu J OLn0 O3 � � o ��a W 0zz C) 1AA L N 0*"1 Ln z F— p LLJ li. 1..` 4ZU� Luin0vo� 0 O � 0 Lzj id z z Cy W Z LU W W (UDJO > N J ggQay WwWOu.za p ��P�s Lr) o >>Qa Cy Cy LL, `) U) z F- 0 � IZ9 LLJ �Q� z U. .. W > p g Z � J a _ SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. . T.O.M. F.FL. 0 60 FL. HDR. 8' RIDGE VENT 12 5.0 TEXTURED FINISH 14' RIDGE VENT iEttDfatc 12 15.0 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) -- ---------------------------------------------------------------------- -- -------------------------------------------- 25 SH 1A3 SH 23 SH 12 5.0 Lj. TEXTURED FINISH 14' RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) RIGHT ELEVATION SCALE: 1/4" = V-0" 12 15.0 ---------------------------------------------------------------------------------------------------------------------------- --- 25 SH (2)25 SH 25 SH 25 SH 25 SH 9080 SGD 35 SH REAR ELEVATION LEFT ELEVATION SCALE: 1/4" = V-0" 12 5.0 T.O.P. ELEVATION - DETAILS FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T.O.M. -- - - - - --- - - - - - - - - - - - - - -- - - - - - - - - - - - -- -- - T.O.M. HDR. 6" BAN TYPICAL 2" T 6" Sn� in� 2 1 0 1Ur ,UI �0ED 6 9 50 SANDED ��������❑�� N FINISH _F_FL. - -- --- --- --- ---�� --- --- ---�� - F.FL. (2)25 SH 3068 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR LALL TRIM LINES W/36" X 26" TRANS. ABV. ARE SCORED WAINSCOT MATERIAL WRAPS CORNER 24" UNLESS OTHERWISE NOTED. FRONT ELEVATION - A SCALE: 1/4" = V-0" UI `O zo CO Q J i1 I�� z V) CD Q) cn 4--J w O01 o o0 ~ U m H � —$ OM N'00 M . Ooo U L L OD S ao Of Y <C 6 to O q 0) 0 A 1 N c B D C ixx� cli N 14 `g' +gypp r Z" . UC1, ase,+ ,, r ). m U. E -411111111 i � m ❑❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O (U 1-► � O > (n M O M Q 'gyp Ln Q L-LL� C" . M 6- CL UO Q E W z CD J C1 d' 0 ho W mz ` a uH -nW OZrOaV zv� =?W�-ZW 000 �o OUF- apZO Nr O W J Ln N eo'S Ln J ` W,° WZOQOQ U8mY g zZ u,g3i2Y � Z J � � a� o a 0� N �$L01 Z O O 0LLZ >�~6g i- L 1 �- �`�naz O *'� Q a � O L. Z .. W LU '-- Z J a z W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. 2 -r-F—1 i I � 7-- - 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, 200A INDOOR PANEL )pper to lights& outlets 3pper to 20 amp ckts copper to WH copper to Dryer Alu POWER CO. FEED -A INTERSYSTEN 4 Bare Cu Ground E= �44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF 3" VTR III - exterior waterproof 12"AFF garage general purpose 42" AFF range 2" AFF 3" VTR III- 2. All trim plates & devices to be ganged, where possible. T 11.5" VTR 3. Electrical switches to be at 42"centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. SHWR 1 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. N _YL 1 3" KITICHE I DBL. <__j UB 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the SINK] branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. I SINK WC 3"1 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 I 1 0 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling 1 1 2" units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate 2" 1 L__r standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and ISINK 2" HANSON vapor detector sensor, according to the installation. 11 BOX 9. R315.1.2 Combinagon Alarms: combination smoke/carbon monoxide alarms shall be listed and 3" labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 3" 3" 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and UB 1AIr' 3" VTR III_ -I I I I I C/o ZIN K Q" I fWC LTUB shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits 3" is not acceptable. PLUMBING RISER- 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet and NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS I either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning BE VERIFIED WITH PLUMBER when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the 1.777 spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter ea tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY —GFI DUPLEX CONVENIENCE OUTLET DUPLEX KITCHEN F� OUTLET ABOVE COUNTER GFII WEATHERPROOF DUPLEX OUTLET --W. P. I GROUND FAULT INTERRUPTER DUPLEX OUTLET I I 1Z HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET X 4- 0 DUPLEX OUTLET IN FLOOR -n 7 0 220 VOLT OUTLET GFI I WALL SWITCH Ll $3 THREE-WAY SWITCH I GFIj �?4 FOUR-WAY SWITCH 2 X 4 FL. $R RHEOSTAT SWITCH r CEILING MOUNTED LIGHT FIXTURE 4- WALL MOUNTED LIGHT FIXTURE GFI 9 GFIQ (0) RECESSED LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN SPEC 3 & 4 KITCHEN TRACK LIGHT )/,,-j, 0', FLOURESCENT LIGHT FIXTURE SCALE. EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION rQj ELECTRIC DOOR OPERATOR (OPTIONAL) OPT. DEI`4 CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR < I/ IV L ROUGH -IN SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) FOR OPT. TELEPHONE (OPTIONAL) FAN/LIGHT TELEVISION (OPTIONAL) PIP 1TV1 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. "/620 THERMOSTAT F ELECTRIC METER C, ELECTRIC PANEL B .3 DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN </ 1> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR DEN 0 TION OPT. CEILING FAN SCALE: Y4"=V-0" (1) PHONE LINE, (1) DATA PORT 8H QP IM K LIGHT AS\ PER SPECS ---------------------------------- LANAI INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT < WID GFI 0 l000l 0011 3F1 4'- 3" 1. 612 01 /' DEOICATED RE1,-EPTACLE FOR MICROWAVE RANGE HCOD PER GF1 SPECS FAMI�Y GFII F F1 ,--rSWIT,-,H FOR LG 5�_ '411 CJ) ol GFII G�h I I I Li GFJ GFII KITCHEN GFI M GFIQ UI00_)Z>/AL IIN �ACKSPLASH OF BAR 4, 9 ROU H-114' FOR OPT. FAN/LIGHT X /C9 F, DINING ---L-+VING PENDANT AS PER SPECS 'loll BEDROom 4 OPT. DEP4\ < ROUGH -IN S.D. FOR OPT. ED FAN/LIGHT flu 0 U L BA 3 V S.D. ROUGH -IN FOR OPT. FAN/LIGHT BEDROOM 3 DB 0- WPG (IR" ENTRY -LIGHT AS PER SPECS LAU LIGHT AS PER I SPECS UHA AC PAD WP GF1 Q_ r-PDISC. MASTER BEDROOM ROUGH -IN/ FOR 0 FAN/= > < S.D. WIC V E�EDROOM 2 �OUGH-IN FOR OPT. FAN/LIGHT WIC QP GF1 d; un] @ 44" :1911*1 1­1 A.F.F. 'N" _77 �p GARAGE 9 LIGHT AS PER SPECS Z? INII J 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. ALT I AC PAD I L GFI QD @ 44" A.F.F. Z W W 0 Z ILL! Z P: < < a- 0 _j uj 0 < GARAGE 2 U-1 0 :3 VIGHT AS > _j Co PE� SPECS L) LU LU _j > LLJ GARAGE GARAGE DOOR GARAGE GFI DOOR - - - - - - - - - - - - - - - - —DB & GFI TOt GFI FffA_JL_IG_N­E­� - - - - - - - - - - - - - - - - - - - - - - - - VERTICALL ENTRY 9 IRRIGATION GFI @ 44" A. F. F. F-1 r COACH LIGHTS OR PREWIRE AS PER SPECS 8H ELECTRICAL PLAN SCALE: Y4"=V-0" U') Z V) (D Q) Cf) 4--J Lu r) U 0 LU lk E V) 01- =3 08 CD C14 LU E 8 4) Cl) 0) Cl) C W Cl) ILI :0 M 0'r N .20 6 4) LL 00 00 wo 0.0 0 < 0 a 8 D. C1,11 U�l G 0 co 04 0 0 M M C3 (q f. Z M r 0 __j cm, a) Lu a- LI: tu U Z 0 ZF < 0 :2 E C', U) c' E0 M M M Z UM W < r W Lu 0 [I El 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 0 �-4 4-J C) > 0 4-J N (n IfO Ln Cn 0 (1) — Ln CL - 0—% Z Cn 3- CL CO - E W Z3: M Lu C) _j Z C: "0 - 0 W Z 0 Lu LL Lu Z V) z a. .,c U F- Lnu a 0 0 Z Z or 00. Z U F- Z Z Z Z Z S Lu u _j r%% 13 C:) OZ@ Z Lu Lu Ln 11714 r_j Ln < Lu 0 LU %%.010 ci� < Z U a 0 0 0 C:) r- D; . 0 Z W Z 0 Z" I CWZZ fu Z LLJ Lu Lu in a =1 0 Z < 8 �m 2: _3 r.4 �-: fflg82 < LU 0 LL Z Z 6 >— Lr) D RCY LLD Z 0 CD W0>1 �2 -u CL F- C:) U. C) LL Z LU > . . LLJ Z Z 15 LU SCALE AS NOTED PLOT DATE 12/7/2012 TECH: EPAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. 3 J17 _T F T_ T__ I— ­,�,11911iiLIIL Tg—wliii i I i— I AMC ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (D (0 (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. VENTED SOFFIT 4$ SQ. FT. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN (D - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ............... ......... ......... • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. co *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: •.::� • LOMANCO DECK -AIR (Shingle Roof)- 9 SQ. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA I VENT • �; I **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed .I o o :.1 •:jj� �i �1j ZONE-3 •�•� 7.7. ATTIC SPACE ••7 wl 3366 SQ. FT. +;d :i� •'•I •'.1 •'•1ii 11 :• •o. •i LL. +'� ILL ;.1 fl 'l LLLIL­ •� LL O 0 Ln W '•'LU •I t— Z Z l •��ii1 ••�ii1 ••�I A l ..1 .'� •��I •.+� •;� •+ " ILL �— Q � o .� A W ••� :� : VENTED SOFFIT 9 SQ, FT. ' VENTED SOFFIT 4 SQ. FT.L VENTED SOFFIT 4 SQ. FT. ROOF PLAN -A_ SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. SQ. IN. of Upper SQ. FT. Total SQ. of ventilation to Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators L00 — Main 22.0 3.0 Floor 3366 3231 462 1616 115 808 744.0 (Zone 3) 330.0 414.0 0.0 0.0 0 0 0 0 0 0 0.0 ••� 0.0 0.0 0.0 0.0 0 W 0 0 0 0 0 0 0.0 ol- W 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS Wj 0 7— -y o REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL . IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. :%71 -------------- VENTED SOFFIT � c LU Z Q O 0 O n LLU n W cod .}.J LLi O rcc Lo V o U d M r.L9 C t6 Cl) i— EE M — cg O o0 U y D Y I::- 0) CL 8 ,o o v Q rn d A1 N C B D C M •V J = 4�'G�1-Mi� C - L.L W �NM� LL00 oti � CD W aNaM� � �'o a� 0 m o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N O a� r\ I M In z ON > +�MO M fl. Q E 00 z� f° WJ 110 d- oZ W LPL o zt —`Cn w � a Q W G , UI—gsno0 Oz aU Z >Uj LJJ - � U i Q a ZWI—Z �p�aC JW V o OUt—�SzO J rl Ln rl win00'Cle, Uj � z O �~z0°O O�wUJ 5Iw- 0 uZ,O��O�Z ft3 z A Uw�Z00 Q F- 1 �wOwza O Q ��aQoo LL JOz<C z � � O � > �-- Z 0 SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB N0: 17-1799 SHEET NO. 4 � c LU Z Q O 0 O n LLU n W cod .}.J LLi O rcc Lo V o U d M r.L9 C t6 Cl) i— EE M — cg O o0 U y D Y I::- 0) CL 8 ,o o v Q rn d A1 N C B D C M •V J = 4�'G�1-Mi� C - L.L W �NM� LL00 oti � CD W aNaM� � �'o a� 0 m o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N O a� r\ I M In z ON > +�MO M fl. Q E 00 z� f° WJ 110 d- oZ W LPL o zt —`Cn w � a Q W G , UI—gsno0 Oz aU Z >Uj LJJ - � U i Q a ZWI—Z �p�aC JW V o OUt—�SzO J rl Ln rl win00'Cle, Uj � z O �~z0°O O�wUJ 5Iw- 0 uZ,O��O�Z ft3 z A Uw�Z00 Q F- 1 �wOwza O Q ��aQoo LL JOz<C z � � O � > �-- Z 0 SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB N0: 17-1799 SHEET NO. 4 13'-4" 4'-2" 11 5'-2" W.W.M. PLACED IN TYPA UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 U.N.O. S3 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON • • FOUNDATION PLAN N 8H wz • I o • I CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" - 1 9 C.J. io { 9'-13/8" 1 I • 1 I o I 1 0 I PROVIDE LINE FOR ICE M M 50'-0" 18'-0" r 18'-8" 4'-0" 18'-0" 1 -8 3'-9" 3'-4" 4,-6" 3'-9" 1'-8" 10 11 11 L. L AC PAD TYP. A S3 .N.O. S3 • •--——————————— — — — — -- : • { PROVIDE 1-1/2" RECESS I }w FOR SGD DOOR. REFER • I o TO MASON'S SCOPE III -, FOR WIDTH",. 121-6"x2'-6"x1' I M 4--0" 91_81, 41r 4, n W/ (3) #5 E. 00 ! . _ DOWN I _ LO I MIN. _ r • r — — — — — — — — — — — — — — — — M ( I r M _ S3 { _ (2) #5 VERTICALS _ H W/IN FILLED CELL N 1 3%" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNI Y ONLY - 3%" MIN. 2500 PSI CONC SLAB OVER I = 6 MIL VISQUEEN VAPOR BARRIER I = I = i { I = II { - I C.J. r �11 0'-0" ELEV. - j of I FIN CONC. SLAB = a of l r , • I 1 i� l I= I 1 7' 6 1 /8" L J • — — — — — — — — — — — — — — - I 1 r7 II ALT�) II II I I I { AC PAD J{ N . C.J. r T I I I d' 3'-8 1 /2" I • 3/4" ( 00 I � M I 3n I OILI K° co 9° _ 0 S3 n II t I • II r-C / V n C� I _ O `o II ICED ( 1 7 { • r 0 1 -7 1 /4' 1 — — I co r q ,9 A S3 TYP. U.N.O. I I INDICATES FILLED CELL I W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS ;- { 17" EMBEDMENT W/ 25" M d EXT. ABOVE SLAB N "GRADE 40 STEEL" zo 0 ih 0 F, 1 -`•- •r•'-'; -.-,—#5 CONT REINF. -;` •• �•' SEE FND. FOR ' ; ' ' QUANTITY •, �,,; . ', :�•�' #5 X 25" X 25" .. - -.-• �" . • ; • CORNER BAR ONE ..�" �� - . • `•� FOR EA. HORIZ. REBAR,TYP. •-•-' •"•::,�";: �.;�_• .:: '.':' ;:::, ;::.�• �. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" 5'-10 fli.e. U') o U r O I — — — C.J. — — —-- — • i I I I i • 6-11 11 " 3' 5 7/8" 7'-8 1/4" T 1 Cj M � r C 1I 1 • II I A I I I S3 • i CONDENSATE LINE I I III I TYP. C.J. I I i • U.N.O. { I --�---------- ----— — — — — — — — — — — 22 7 _-------- _ Vn r N i { I 4" K 2'-0 1�8" 2'-10 9/16" 2'4" I STEP S3 � .H. ( • DOWN _ zo MIN. I o 3'41 o PROVIDE 1/2" x 9" S3 { RECE S FORFRT. DOOR 1 o i BUILDER TO PROVIDL 1 a APPLIANCE PROTECTION • I { WHEN REQUIRED PER FBI • G 1 1 S3eF- S3 r I { T— 4' j I N N I r Til • TOP OF CONC./ 1 • a-' I I PAVER TO BE 4" • I I I o_ BELOW FIN. FLR. (2) #5 VERTICALS - I I W/IN FILLED CELL 1 1 { o (2) #5 VERTICALS /RE:CCESS W/IN FILLED CE L •( J 4 "SEE S-3 FOR S3 TYP. A I I L I I S3 _g RECCESS OPT."U.N.O. S3 ES-3FOR lkr----------8H S3 I OPT." 4'-4" 7'-Orr 15'-4" 4'-1" 5'-4" 2'-0" 50'-0" 16' 29'-4" 2'-0" 1 8'-0" 11'-4rr NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING zo CD 0 r 00 N 0 r 19 M 00 d' v tf') 0 F- SCALE: %4'=1'-0" 7c� M O — o z Q CD Q) crs 4-J Lu O E Ln � oa t— LU E O 0 M �� M N ® U _ C w�-00 Ua f� Sao .2 Q 0. O ::. , QCL O A ' N,C , D,C Y �dr dx r N � rvw,y cqw - . a ZLL , �o� a yaz Qt'� j5N �, .mod„ N m crt1 (a30 CO Z IL W �rRW NQrNi� 0 000 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1 O Z 0 O�� H M O M Q 'O In a. cn •L d' LU- ' rL ^ Ce0Q00 Q 00 � Z W J � d' J 0 z LLO L, zUj G� U1-V)00 Oz� zQU zQa°a¢ z r�zz 0gW�-j aU�O� in � Uo O = OR W N ~OZO O02 Lu = W J Ln �\ � ri CL I— z uj F- �cc Q p�W2 zWz i ti z uo0 �••� LU ` v O qRr� o 1 _ c) w0U-ZCL ice/ O L / J Q CL Y Z LL Z rL LU Z 0 a z LL SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 100 JOB NO: 17-1799 SHEET NO. 5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYp gpF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10 H HTT4 3610 3105 5/8"ANCH. / 18 1061.1/2 HTT4 2715 5/8" ANCH. /(20)1061-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH, /(28)10dx1-1/2 K HD 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH.314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 *" 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 1 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 -10d SPT24 1030 12 - 10d H P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY * * DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF B TRUSS IS 0101010 In 10101010101010101 In Ef�I�I�I�I�I�IWI�I\ 1-��I�I�I W 1■I�I■I�I�I�I\��I� ��I Ill�i�lll 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES l 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x3" 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. M IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'1 ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN A SCALE: %4'=1'-0" 120MPH ENCLOSED ii (A) OR 2 PLY ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS U M _._. o z CL Z Vi Ut cra 4-1 LLo U — LLJ O ~ y o0 �Vi l �✓ L1J � F' E —�i 4M M C CO M N Oo S N 0 r LL co N BYO < A � B D. NCBD..D./C oa t ♦r�A.�.28 Z-2 w -j cc:ZS �ii� ¢ e J — It Lli 6 ,ult N q C LL ,0 Y a� i riff W UvV���` j 'Fa 0 `il Cell W ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z cV O a� pi:LjIll I>tnMO M Q M Ln ILA z ¢ LL �3-CL 00 z E z�� W J � S �Lez w z wmz °' VF-�Na0 Oz>-zaU Z>--QUOf� 26ZZ��yuuuf-Z C7Z� �w aaU 0LO O C:) O W 04 CL0Z0 ,�. w J O 3 1A 1 ^1 In z J boa �oz fu z zZfaz z ��oZ8r �la�Wac� N LLJ O w L uj < �<00O ��U. Ozw O z Q .. �— .. O " LU z z g SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 100 JOB NO: 17-1799 SHEET NO. 6 .� .�.. i... dll 1, Ili 111,11 'oL. il i11 edfildM1l 1 l-till I N1,1111 110 miii, uiIDFl c�I�malc��,�, i .., I, i.i :u, • �' GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS • • • • a APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL F E F Z CO) 8F8-1B/1T 8F8-013/1T Z TYPE DESIGNATION 4 REBARATTOP #5REBAR ATTOP 7-77-77 Z Q J '' •' IN. 1 REQ'D � () MIN. (1) REQ'D - j • • • '' • F =FILLED WITH Q 1-1/2"CLEAR i GROUT / U = UNFILLED a 1/2" l 13 8RF14-1B/1T 8RF14-0B/1T R = RECESSED CLEAR iEl- 4k•L ' © O QTY. OF #5 ° p REBAR @ BOTTOM Z ` OF LINTEL CAVITY M.u. a - N�a W C.M.U. 4) � K o - I L zGROUTuw�oZ /i tQUANTITY OF 5 REBAR AT 0) aJ \ \ OW•tNOMINA L o "E #5 REBAR AT pBOTTOM OF Q � a � D D ViO _------� • • • • • • WIDTH O ------------------------ TOP LINTEL CAVITY o to y ' 5 REBAR AT BOTTOM 8F20-OB/1T 8F20-1B/1T 8F16-OB/1T 8F16-1B/1T NOMINAL OTTOM <aoo 1�10 �, o AS INDICATED ° r_ HEIGHT REINFORCING —~ a m I�r/I '� U a) M 7-5/8"ACTUAL PROVIDED IN LU c m M 81 NOMINAL WIDTH LINTEL 16 GAUGE POWERS ~ E C co ; • ° : i ° (VARIES) STEEL BOXED LINTEL MIN 0 -00 = L , , ` MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) U y CO 1. fc precast lintels = 3500 psi. �e � o 2. f'c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN O v • e• P p Q rn rnQ 6 8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. . ° , ; . 4. maximum 3/8" aggregate and 8" to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. A minimum net area compressive strength =1900 psi. �en c ' 3. If lintel is scratched or damaged refer to Powers Steel for repair. ° , • ; . . ; ; . , ; ° ; , . ,,; 6. Rebar per ASTM A615 Grade 60. at t? € g - < . Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required op B D. ° ,• a , 7. 270 low relaxation. see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to rn • • ° • • 7/32 wire per ASTM A510. applying the cementitiuos coating. See contractor specifications N LQ , 8. Mortar per ASTM C270 type M or S. 8F20-16-2T • .•'. �• : °' :` o ;!', * • • • a• GENERAL INSTALLATION NOTES N_ 8RF22-1B/iT 8F24-OB/1T 8F24-1B/1T 1. Provide full mortar head and bed joints. ®�4 tzL t Shore filled lintels required. `` �" °,i ° • '.` . • O 2. as) Z ' o, a, L� O O O 3. Installation of lintel must comply with the architectural and/or structural drawings. ii- Nevi nNi. - -c.- wall] 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate _ a m o, 4 •Lu vertical cell reinforcing and grouting. • , ,° ° , ° , i 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4"and Q longer with a nominal height of 8" meet or exceed L/180.IL a �'"' °' i Bottom field added rebar to be located at the bottom f the lintel e° .° a 6. ca o e cavity. z W. E ° . • , . ° , •`, • , 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. W Q a'0,� � m ° 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete,, �), . &,. ;a* O masonry units. O U U m �— ' ° • ° ° .1 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 F11 ❑ ° . ° . 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. o ^� 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved . • . ° ' s ° ° . ° .° v . ' • ° belief, the structural plans and specifications contained ° - Coating. within these drawings comply with the Florida Building 12. All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: Cod seal is only for the structural engineering portions de 5th Edition (2014) Residential. Engineer's signature 13of , Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) an ° ' ' , the drawing pages bearing Engineer's signature and seal. • '' '';`° loads shoud be checked for combine loading with the following equation: °,. Applied vertical load Applied horizontal load 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. UA Safe vertical load Safe horizontal load <1 .0 2-UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE I I U10"Ll" ASSUMED TO BE 16" MINIMUM DEPTH. • • • • • • • • • • • • • • • • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 81`44 113/1T 8F40 OB/1T 8RF40 015/1T 8F32 1B/1T 8F32 013/1T 8RF30 1B/1T 8F28 013/1T 8F28 113/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Z N © ® O ® O O O THE ELEVATION DRAWINGS p au 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER c~n � w 4 > o LINTEL HEIGHT. M o O5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED Q cn -v Ln FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O n o FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. o. U_ ��,M� Q a00 POWER STEEL LINTEL IS AN ADEQUATE w o SUBSTITUTION ALL LOCATIONS UNLESS F LU J NOTED OTHERWISE AT OPENING LOCATION 0 < 0��Z W m Z I- ca Z}0C OL ZQZav°d f Z Z Z 0gL�_3 }aU Ou.) AA i� N M U o 1` v° F O s W N apZO MIN. O n 5 Ln D1 N � Q OL ioLU 0Zcao U uu W J Z O zpflrzz Z 6a z'a` o�0 Z�WUP w 5 JN HHZa- C:r) L ce- J)w¢O w O LL UJ a~R Z. .. I— LL > g Z ►Z O SCALE : AS NOTED MIN. PLOT DATE: 12/7/2012 O MIN. E TECH: FGUZMAN LINTEL PLAN VERSION NO. 100 SCALE: Ya"=1'-0" JOB NO: 17-1799 SHEET NO. L 1 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR$ THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7, 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308A 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. 1. SPECIFICATIONS CONSTRUCTION: 1, 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5fTMS 402-11 & ACI 530.1-11, ASCE 61TNIS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1 -11, ASCE 6fTMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 11. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2,1.6. UNIT WEIGHT OF 2X6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10, FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS � 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.12. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2,3.1., 2.3.2 & 23.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH 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 5th ad. (2014), AND CONDUCTED BASED ONA140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2, NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL OL + FLOOR LL + WIL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / Al 85M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4� 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4,1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 Y2'. GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/AI85M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ks! C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ks! 4.2.2. CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6, EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7, CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 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 C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING WA_LLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4,1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BE ARA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIrrPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5,1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.1 NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0. 131", 1 Od = 0. 148", 12d = 0. 148", 16d = 0. 162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDEDJ'BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI 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 STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, 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 FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.1 SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber 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. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FIRC R318. 1 -"A permanent 6 n which identifies the termite treatment provider and need for re -Inspection a 1�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 grinkler systems including oil risers and rith -0" of the building side wall. spray hea s shall not be installed wii in 1' 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FIRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms mutt be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r@infall occurs b6fore vapor retarder placement, retreatment is required. 9. FRC[g,18.1.5- Vejoretee%yeenpou, nd mortar along the foundation perimeter must re or Sol remove2 I treatment. 10. FRC R3181.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barder 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 R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department b i licensed pest control company before a certificate of occupancy will be issued. Tgeacertificate 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 R318.6 - 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 PROFESS IONALS'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)/81, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE %". 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: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a 41& (D!P Z ZUl) (D Q) U-) 4--J Lu U LU 0 V) E 0 W U) M 00 M 1- U LU E 8 C14 W Ce) 0) M C M Cl) M a ce) "'r- C1j 0.20 U U_ co 0�� Ln <'o a -H B D. N-C B,D C C-4 2 C4192 U_ ct LR zv� CL Z 0 751 ca UM 03 M To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential ' Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z 0 11�-4 4-J C) U) 15 tD 0 > Ln C) p Z M Ln ,a 13. (n V- 1: 0 N Z L - Ln CL U_ o-'s Ce U CIL ()0 < E Z Z LU W 0 OR Z U3 11- 0 Uj Z (n jL Z X it a 0 ZO >_ Z < 0 X Z Z Z -Zu L wo Uj N 0 Z Z LLJ C) Lr) r*4 N Ln CL F- �2 0 Cie Z Q 0 W a 0 V W 0 < Z C) 0 LZ,, W :DX0Z L_ Z zcy-- Z LU 00=0 CUDJ 8 (U > Uj V) C) W LU 0 Z � W< tLu X0 D < ce- Lr) =) >1 Z Z< -1 0 C) v DO ;� 0. F- ILL U_ Z Uj > Z Z 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: EPAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + . . . . . . . . . . . . . . �- + + 4 + + + + + + + + . . . . . . . . . . . . . . + + . . . . . . . . . . . .. . . . . . . . . . . . . . . + + 4 + + + + + + 4 + .4. (TYP.) + + _,",TYP` 6'-0- 6'-0" / + 4 + . . + 4- + + + + . . + + + + + + 4 uJ + + + + + + + + 15132"CDX M + 4 F + . . + + + . . PLYWOOD OR + + + 7/16" OSB + 4 + + + + + + + + . . . . . + + + + + + + + + + + + + . . i- + + + + 9 . . . ... + + + + i- + + . . . . . . . . + t K+ + + + + + + + + + + + + + 4. . . . + + . . . 4- 4- \-RIDGE LINE 140 MPH (UK) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 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 0.1 13x 2x 3/8"RING SHANK COIL'GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 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. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap > !F 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of I Od nails at 12" o.c., clinched when possible. Stagger rows from opposite 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT OF THE JOIST ASA REQUIRED LEAVING Y�' GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideraton. Check local building k 1 OW-011 code for appropriate. TANK -LESS W/H details in -One 10d box areas=20 of high or--20,sinler lateral load. nail each side F at bearing. 51 -011 STUB -OUT FOR 0 GAS METER H C G 00 0 11-01, C) [0 -1 0 N11 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.CI T-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10.41 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16�511 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-31' (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's X 8" @ 24" O.C. 111-01. (2) 16d TOENAILS 211 X 10" @ 24" O.C. 1T-01' (3) 16d TOENAILS 2" X 12" @ 24" O.C. 16-41' 1 (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam Boise Joist Blocking Use 3" (11 Odl nails at 6"o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 177. FILL CELL-� STD. 900 HOOK BOND BEAM LU F��;:�.��.�.. STD. 90* CONT. #5 CONT. #5 HOOK BAR BAR ... ... ­14 ... ­�� #5 CONT. ...... tll ......... FROM E: FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE i BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. 2" ." )Small gap 4" max. Clinch nails when possible Tight fit 2x41PIywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on Interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 1 0dxT nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. .q r7jZr A ROUND HOLE MAY 6'7],�� BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2 NOTES: DO NOT CUT HOLES LARGER THAN 1Y2- ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE 13 FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE IlYj' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 13/4" minimum bearing for each. 2' min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearing ocation Series I Depth End Intermediate BC15000s @ 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d - BCI 6000s@ BC16500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d —14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s(El 11-7/8" 3-16d 3_16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Install tight to,top flange. Joist hanger Filler block. Nail with 10-1 Od nails. \ Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap_�_'Z' Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange, eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ire' dc he re 0.6 X Joist D depth I —JOISTS BUCKETS N.T.S. USP MILIC 5/8110 THRU BOLT UE IML RTRUSS 'OP PLATE LC TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL TYPICAL HUS INSTALLATION VIN. EMBEDMENT SCHEDULEFOR :_ AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-,/ SEE PLAN FOR--' ' 1 4- FOUNDATION INFO STEM FOUNDATION GRADE F r- REINF. SEE PLAN %Intlkorz -f rv%l SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ Pl�E PENETRATION� 12" BELOW GRADE 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINIF =-)L PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE s x 4'0" TOP (2) #5- CENETERED @ PIPE PLUMBING LINE PENETRATION If - A. . . 1� .'. '4 -71 ------- --------- - S A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENETERED @ PIPEJ PENETRATION PLUMBING LINE 4 4 A 41q A /* SEE FND. PLN. SIZE & REINF. a QD LO , z Cl) 13 z < 13 L/) 0 Q) — U 1 0 E L/) Ul) 0 0 U) c') 00 04 U_J E 9 4) M CD co (U ce) 'm V co 0, C 04 .20 wig M di U W - u_ Go rv, (D _�d 0 < 0 (M 11 C 11, D C B D IC04 4 "R.- ls �' 0 Az C-4 z - Z tA Ll- U_ 0,- , Ilz 111, N LV UJ W U < Z 0 "W) "A r 4, -S� is 'Fa 0- a CP z 441:R W 114r;111 L d�t 7�, b E3 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) z rq 0 (U 1-4 4-J C:) 0 1 5 ;�o -, > in — p M N M Ln 0) Ln C z LL rn O� U>- M "_4 0.00 < E z �i LLJ C) WZ _J 0 0 Q� 22 z Lu U_ 0 LU Z � a. LU 0, >. z < 0 z >- z Lzu �:5 W 0 _3 U 0- 0. M 8 840�_Wp F .2 =) UJ Cq 0 z 0 0 a. zi W Ln N C14 < w 113� < z Q a 0 0 0 0 �W_ timl 0 z,, -0 Zz CD (my � (0 cu z LU W 00=0 LU 0 Q U � r < U vc 8 2: _J (**4 C) LU LL 0 u- z 1� UJ < < X 0 0 0 Ln :)< 510�0 X0 - z ce C) U. U_ z UJ > 0 Z :5 z P-4 SCALE A� NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. SN 1 I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP, TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL CEILING & 8" O.C. WA SCREWS @ 7" O.C. ILLS INSULATION PER CHART ON FLOOR PLAN j 1 x2 P.T. HOR,2-01-4 I A, NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. ,�PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. LUMINUM DRIP EDGE UMINUM FASCIA 44N.O. 2x SUB FASCIA EE SOFFIT HEET I x8"X1 6" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE"S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT, IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER - 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB - AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Ow) / TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a. /-NOTE:EXTEND W1.4XW1A WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE A t, A 1,, 2� 00 00 6 MIL VA POR BARR7 ML 4 ,� , COMP. SOIL. ITPU (COMPACTED TO 95% MODIFIED PROCTOR ASTM D 1557) (2) #5 REBAR CONT.-/ 3" MIN. CLR. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rT�� SCALE: 3/4" V-0" � �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB: 14" O.H.D. RECESS PAVERS 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) - I I= (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 81-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-13". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) k- 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS_@ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH F E SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ /8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"'x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) 171) Of -Oil (ALT: 1/2"x12" TITEN HD @ 24" ELEV. OIL O.C. OR 5/8"xl O'WEDGE ANCHOR O.C.) A.F.F. @ 24' 211 E: N I 0 3 1/2" M IN. z ELEV. 4-3 1/2" jk p 0 T�/� 4 4 A.F.F. 0 Ae- 2x4 C N U- I I . 4 '1/2"(min)- 4" C:) 04 00 1/2"( .4 4 in.), GARAGE DEPTH VARIES 'TT- --N- 1111 -11111 . (2) #5 CONT. 411 11-41 8" U.N.O. MIN. STEP SHEA GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (CP RWALL SCALE: 3/4"=T-0" "SHEAR WALL" v =3=� 81, C M U 2x STUD 1 "x P'T'S' TUD #5 VERT IN FILLED CELL CN 5/8"4"J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY cli 2x P.T. PLATE ASSUMED FINISHED J 7:-1 GRADE 11 n 00 1> C14 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" 3 1/2" WWF OR FIBERMESH 6 x 6 W1.4 x W1.4 min.) 4"--, 4 .6 4., 2 GRADE ;0 17FI IFf =11. I I =-:-I I 1�� I I- �FXIFI ��i I L�7WWF 1 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 446'. 00 4" 4" .:4. SEE A/S3 OR J/S6 -IrTRI -Ir-- L,3' MIN. CLEARANCE FOR REINF. INFO. 1l,4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) if 8" (2 STOR) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -1 L771 �I 41 T FILL,-- 3" MIN. CLEARANCE FOR REINF. INFO. V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. l,' S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8110 x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E A GRADE 40 MIN.. Fy-- 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN, Fy-- WWI 1> t- FINISH GRADE 00 2 25- MIN. LAP [30- MIN. LAP] I> t. OP R 17/8" 6 MIL VAPOR R ARRIER A- #5 REINFORCING BAR P #5 LAP SPLICE COMP. SOIL, (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) - 4" 11-4-1 TYPICAL EXTERIOR FRAME WALL FOOTING TRUSS BOTTOM CHORD OR 2x4 BLOCKING '---TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X' @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U,N.O. USP SPT24 x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < 81-611. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-13". FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/ x (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P T BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR 6 x 6 W1.4 x W1.4 /6x6'Wl 4XW1.4 @ 24" O.C.) 21' WWF OR FIBERMESH R FIBERMESH / WWF 0' SCALE: 3/4"=V-0" �7�060N­ vo,-( 10 401� 00 00� 0 1 '1�1005 -2x STUDS @ 16" O/C 149ULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK M=j SPT22 @ EA, STUD -2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR -WEEP SCREED INSTALLED '�'-#3 OR #4 REINFORCING BAR PER MANUF. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11'01, SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2% 1/2" FROM SLAB CONT. BEAD SEALANT ,.KO'-O" < INTERIOR 4. -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ;0 I I =1 -1 �1=-, �I I - Cn 711 1=1, 6 MIL VAPOR BARRIER -Ill 1 1-1 T-1 41' 41' INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS O.C. U.N.O. @ 24 GARAGE ��-11/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT Ez It 1.4 C:� 6x6W1.4xW WWF OR FIBERMESH A , K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE W 2 (L -3 1 W (2) # N ON T'CCOA S jw) ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS SCALE: N.T.S. ��3� rF EE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR x X TOP OF BEAM NV & LAYOUT DESIGN ;0 SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & x4 P.T. CONNECTION INFO PLATE 1161, O.S.B. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING LUMN L TION z ATTACHED PER NAILING 0 LU SCHEDULE Ei LU W co U-101" FIN. I OX6101 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 V-16". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6 x 6 W1.4 x W1.4 z IN - WWF OR FIBERMESH IWIII IF 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 314"=V-0" rG -0 4 41n M VAPIRR C P, 1A11 A 1AN A OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. SCALE: 3/4"=V-011 S3 MASONRY WALL AND ---- 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD RCING. CONT. FOOTING STEEL MAT REINFO y 4' GRADE W � M 1 -11 1=1 11-1 M= L 11 , '' . I < LLI A0 z LU L) OIL LU 0 W I LU CO LU IT z U- 0-- : I 0 �t 1 7r-�z�� 0 0 T I N G -Ill- Ill-_111-_ Ell 'i f P, R -I I G I I 4D PAD REINFORCEMENT-J M... (SEE SCHEDULE) 3' IN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL SCALE: N.T.S. 10�---­, Lai z C, 0 C> CO < Q) LU 0 U 0 LU E r11 L/) ZD L/) 0 co m 0 E 8 co a W ce) 2 -0 in o - 04 'r .90 wig 0 0 W 0 r- U- 00 '� - 00 0 .2 i:z Of a) 05 CL a LO 0 < CM i < 0 I A 1 11 C,B D,C Q Gor/ C5 Qj C4 R z TA CIO0 in 'p, tg LL LuJtl: I Lur 0 U A Z, I - - co 711P ro- z Ul E cri R co E, 1 LU 0 0 Q� M El 0 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C, z r*4 0 P-1 4-j CD Ln ­ :3 kD z > Lf) M p N f0 Ln :2 v- x V) N cu Ln L- U- -" CL OM z F- r-4 31 00 E z fa z LU C:� -i C:) 0 WWZ Uj, �- a: W C'n z (z, ox 0 0 z 0 x �j U < X: 2: ZW F- ZZ ID q, LU M 00 0- U 0 0 LU C4 R 0 z @ Z. U.1 0 Lr) r4 1714 eo,*N Ln < Iiii- 0 < W F- 3: Z a 0 < C) LU a 0 1:� - 0 n 2 z -0 T Z z C:) ux, - 2!� =z, LU 0 Uj �i <z 8 05 > _j C) 0 u- Z!� W 02: 8 Ln OR u-z z 0 0 .4- Tq LU c) LL u- z LLJ > 0 Z z NOTE PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO 17-1799 SHEET NO. S3 (MONO) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND V/ FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE CONNECTION ,------2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION ,,---,---PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR TRUSS BELOW 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 W1 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH �/—TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8- O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4', DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. ���4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW (SEE SCHEDULE) KNOCK-OUT— DOHRI P WA -qPP 10 BLOCK W/ (1) #5 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W1 (3) 10d NAIL, BLOCKING (TYP.) \--ROOF TRUSS IFT CONNECTOR (SEE SCHEDULE) STURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 -7- 4­ 7 _17 I . / � . STD.9d*HOOKJ811- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I . I-T 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. OPENINGS LESS THAN OR EQUAL TO 6--0- 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 SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 _j LLJ > 0 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.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK bL;ALt: N. I.b. 4 bOTTOM OF MOUNTING B E POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8,, 8" 7 5/81, 8" A —SOLIDAREASARE STEELAND GROUT INTERIOR WALL —\ 11 DOOR OPE DOOR OPENING CL r.-7 NING EXTERIOR—/ F1 WALL F1 0- 11 IT AV 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. VERTICAL JAM SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING --0t 5/8"DIA.x8" J-BOLTS AT 6-3/4", 41-3/411,71", 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) FRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO B'LOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. 4 EACH END WALL 4 DOORSTOP W MOLDING 2E -4 2x TOP PLATE U) GARAGE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. , ROVIDE P.A.F. NAILS OR 2x P.T. PW E EQUAL @ 12" O.C. I Q= A14z11 rr)D STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. WIMOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK J'K SCALE: N.T.S. SCALE: N.T.S. S4 2x CRIPPLES @ 16- O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) — 10d x 1 Y2"@ 24" O.C. 10d NAILS @ 8'— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2"x4"WALL 2"x 6" WALL STRAPS JACKS ISTUDS JACKS STUDS SIZE EA END EA END EA END EA END 11-41 (1) (2) (1) ( ) (1) USP LSTA30 41-91 (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER 1 � I \—(2)2x HEADER SEE PLAN S4 .0 \,,,—INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS, EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE ""-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/,' HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. � �4 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 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /--CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING I( - O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD .wit tMAI N SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` H I W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4 V6,. SPLICE STAGGERED 6 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ tA I 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS USP SCALE: N.T.S, TUSP SPT4 SPT24� USP SPT4� SPT24] SP SPT4 U ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24- O.C. OVERLAPPING 1 4 V A 8 01" "fMOLT "x \-NAILED ��Z"�4! O.0 INTO 1 Od NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PERAX' TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING SECTION P.T. SEE SECTION AA/Sl PLATE AND BB/Sl FOR 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY SP SPT22 K.O. BLOCK W/(1) USP SPT4 _U SP SPT4 USP SPT4 -BOLTS @ 24" O.C. #5 CONT� & RECESS MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ Z-O" O.C. /* 4 \2X8 P.T. BOTTOM PfE MASONRY WALL \-5/8"x`10" "J"BOLT @ 24" O.C. MA)C B C (MIN. (2) PER BOTTOM PLATE) USP C USP SPT4� SPT241 TU SP SPT4 1 Od NAILS@ 4- 10d NAILS @ 6" O.C. --STAGGERED STAGGERED A RANSOM FRAMING EBEYOND-. NAILED INTO TRANSOM L FRAMING PLYWOOD TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES SHEATHING SEE SECTION AA/Sl AND WITH 8d COMMON WIRE NAILS @ 4- BB/Sl FOR ADDITIONAL O/C BOUNDARIES 6"O/C EDGES DETAILS & 8" O/C FIELD USP_ —PLYWOOD SPT2 I SHEATHING RECESS 'rusp MASONRY-- I WALL BELOW o_�-5/8"X10"J-BOLTS@24"O.C. LINTEL SPT4 ,�-Usp MAX. (MIN. (2) PER BOTTOM SPT4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED 2X8 R I. B0 I I OM MIN. 6" INTO BOND BEAM PLAT E I @ 24" O.C. CD) I FRAMING DETAILS ABOVE ENTRY rR 5/8"A 0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. � S4 (MIN� (2) PER BOTTOM PLATE) (D LO Z M 0 z Cz U0 0 Z (1) C—/) 4--J uj (U in U 0 LLJ V) V) E 0 0 (a cy) F— .2 ;� Ca LU E 8 04 W CO 0 M r- 11 cl) 0 -0 co (5 , Or C04 4i (D :S U_ 4) Je 0 053 CL < CM C) 0 A R D. I B,D,C 1p, 4CQ4-,S 1.3 C) Z MF 4W rw_ -:.a L_j e ,J� 4) a Z C", OW, -4t? c4lb z C11 Cn %E iji 0 0 0 Ell To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. C) Z C-4 0 a) r-, C) C) > C> z 4. N < V) M Ln V) 0 v- r 0 N — Ln U_ CL 0—N z � rr) 2L T_q 00 z E WUj z CD _j 0 ej� .2 z Z LL �_ Z z � a 0 R ro- zo >_ z < 0 00. zz 0. LLj S 3:8 8 W Uj 04 Z @ z C:) Ln (1*4 (**4 Ln T-4 CL W N �y 0 F; 3: Uj a 0z 0 < C:) U W 47; co 0 P0 0 � - Z RE BY � �Z �' 2� LLI a ZO, 0 Z ,0 LJJ Zo Q _j < > LU _j ;5 5 L. �i 0 LU x �- V) C) 2 zo W =< x 0 0 a r., Lr) 0� U_ gx z 0z< 0 CD :j 0 Uj I.— C) U. U_ Z Uj > 0 Z z 1_4 Zj SCALE : AS NOTED PLOT DATE 12/7/201 TECH: ERAND VERSION NO, 100 JOB NO: 17-1799 SHEET NO. S4 1 1111 i,L I j H, 1A 111"! 1", LAI": 11,1. J djhFA,1h1= - —, I I I I I I I I I I I I . 11"kIP177HIM, E.u., � ifid 11 i I I USP HGAM1 0 W/ (4 114"xl -3/4" WEDGE BOLTS & (4) SDS 1/ x 11/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER 7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOPCHORD __�7 @ 24" O.C. SHEATHING DETAIL EA. OUTLOOKER 21tx4l' . BLOCKING FOR j OUTLOOKER FIRST FOUR 4" O.C. ROWSOF 45* t 24" MAX- TOP CORD BLOCKING 45'±_ 45'± 2X4 CONT"L" BRACE TRUSSES @ \-USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CRO§§ BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER X4 KI KERN 2x8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8, OF O/C @ 8'-0'. O/C. EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16- OSI3 SHEATHING &(2)10dTOE NAILS@ FROM LEDGER TP ATTACHED W1 1 Od EA.END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD F�1/2" GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS 7 ATTACHED W/ 10d NAILS IL INTO 2'x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD A @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING-:- WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL ........ ..... NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER 70HOO ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER r- r] l'? v & c-^. O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W1 (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION SECTION WEB; USE SCALE: N.T.S. MSTAM36 ON OUTSIDE �, �5 SCALE: N.T.S. REFER TO DETAIL J ON SHEET S5 FOR N SEE STRUCTURAL X-BRACING, AND TOP x NOTES AND NAILING CHORD BLOCKING SCHEDULE FOR INFORMATION 00 ;o SHEATHING DETAIL 111,2 2"x4" CROSS BRACE WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF V2- 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSSSPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 - 16d (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W1 (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONK 0 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 NON - LOAD BEARIiTG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 ADDITIONAL INFORMATION. SCALE: N.T.S. �,S5_) 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x 'ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR OCATIONS) 1 Odx3" O/C @ 211x4" TOENAIL 6" O/C RUNNERS W1 (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1:E) GABLE TRUSS "L" BRACE W/ 10d @ 4- O.C. 12 (SEE SCHEDULE FOR SIZE 6,9 1 MAX. AND LOCATION) S5 S5 SCALE: N.T.S. % ..4 A 1, CONT. BEARING . -GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 10d x 3" @ EACH CONN. @ 24" O/C --,\\\—MOISTURE BARRIER \-BOND BEAM 11:�MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. 0 NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. BACKNAIL W/ (2) 2x4 OUTLOOKER F16d NAILS @ 24" O/C BLOCKING FOR USP RT1 16i 6R IRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKE SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLETRUSS 1/2" CDX PLYWOOD OR 1< 7/16" OSI3 SHEATHING t ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD /,--(2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 'e' B1 Odx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE 7,,, . EE TYP SEC I 2x4 BLOCKING_�,, x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @:4�" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL LE: N.T.S. S5 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED --16d NAIL W/ 10d NAILS @ 4" 0 TYPICAL GABLE TRUSS WEB ` SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C 75TE-7 GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE FASTENED WITH (3) SECTION 16d PER SIDE SCALE: N.T.S. � �5 SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. \,_ S5 20'-0" MAX 20'-0" MAX "X- BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. a z NOTE: ITOP 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING & 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 SCALE: N.T.S. � S5 AS PER BCSI 1-03 SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6"(U.N.O.) 1" BRACE 2411 010" - T-01' 31-01' - 6'41 6-01" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO, OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL — NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULEFOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL TOP CORD BLOCkING U RE UAL FOR FIRST FOUR ROWS MAX. EA. OUTLOOKER SCHEDULEFOR OF TRUSSES @ EDGES �t SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE /_2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE )SB SHEATHING ATTACHED FIRST (4) ROWS OF W1 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD WF:f END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING nty 48"A 2x4 BLOCKING W/ (2) 16-d TOENAILS O.C. FOR THE FIRST (4) ROWS IAV2x4 OF TRUSSES FROM EA. END "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. BACKNAIL W/ (2) 2x4 OUTLOOKER /_16d NAILS F@ 24" O/C TOP CORD _17 BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. _1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS ,/;1/2"CDX PLYWOOD OR 7/16" Ti`)QQ QWPATWlK1r'_ A-rrArWr—r) 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 10d NAILS @ 6" O.C. ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 EE PLAN FOR 1/2" SCREWS ONNECTION 2x4 "T" ON TOP OF PANEL--/ LL!i BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ �7�, 1 0dx3" @ 4" O/C (2)12dTOENAILS H. 71 SECTION SCALE: N.T.S. \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 - BRACE W/ 10d @ 4- O/C SEE SCHEDULE FOR SIZE kND LOCATION) k. @ EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-1 Od @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D LO z ce) a z Ell z 0 V) 0 Q) V—) +_j U-1 0 LU V) 0f U0 :D -Em E 0 U) 0 M 2 CD Co LU E 0 (71) t7i co c w ") M- 20 24 8 00, 0 U) CL 0 CM < 0 A 8 D. N C B D C F It iji� v;i CD zC; 119 21 Vjri,q 4.4-11M 9 S -,:2 ij- < -A co '�4 iel`llft�k < ZZ, Ma 0 r- z ";E EJR�_ 3t_ W To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea], C) C1 Z r-4 0 0) N P-4 4-J C:) V) 53 110 �>. (n M C8 (y) N M Lh Z CIO -2 Ln U_ Ce M CL 00 z E z W LU CD IWO uj z U, z co IU l.- U, 0,0x z 8 Z. zz q C>L 0 Lo 04) a 0 U X: Lu Cj 0 Z 0 Lu Nr 0 Ln r1j r_j Ln < CL 0;� 0 < C:) U LLI 8 C) 'P, LZU z :CDY Z LU 0 21 :03 0 _j < U r- Uj L. �i;5 Uj LLJ 0 LL z C:) !� D >- Lr) cyx U_ Z z < LU x U. z LLJ z > z 2_4 SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: EPAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. S5 • I I I I I *DIAGONAL SPACED i AT 15'-0" O.C. MAX I I , BLOCKING ° ----------- ° CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN -FL INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL JYP.)rj`��HIP/RIDGE SCALE: 1/2" = V-0" SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A p` '\JA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T A2T 12" O.C. MAX BLOCKING DETAIL 2 SCALE: 1/2"=V-0" NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F (2) 2x8 #2 SYP W/ I i BUCKET TO COLUMN 7/16" O.S.B. FLITCH I I� PLATE TOP @ TRUSS J iI BRG. �.�H SUPPORT COLUMN BUILT-UP .�.' (2)-2x4's OR 4x4 W/ (2)-10d I i ^ NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) � \ I I I ii �. I (2) USP HTA20's TYPICAL BLOCK �`� �.� i I w/(10)-10d x 1 1/2 EA. TO COL. WALL li ALT: (2) USP MSTAM36 �`� `� STRAPS CENTERED �`�� w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" JACK TRUSS AS SHOWN OR GABLE END SEE TRUSS I LAYOUT CLIP EACH TRUSS ( SEE ROOF PLAN FOR TYPE) FRAME OUT TO I BLOCK EDGE SEE DETAIL 4/D1 I FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. n u I BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALLr-6 SCALE: 1/2" = V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" USPLSTA18 _ _ _ CENTERED @ — — — USP HD4101F BUCKET CANT. BEAM — OPTION. SEE iSEE PLAN L. 1. O.C. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED SPLIT TO TIE SEE ROOF PLAN FOR I I PLAN FOR CANT. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER EACH DIRECTION TYP. U.N.O. VERTICAL SCAB w/ MIN. (4) 12d WHEN BEAMS TOGETHER MORE INFO I I BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. IT LANDS NEXT TO I I I I I INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ (4) 10d TOP & PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 I I I I OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d ,71/ SEE FLOOR PLAN FOR I �—COLUMN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SIZE & BASE I I 7/16" OSB FLITCH PLATE SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED FOR COLUMN SIZE L — — — — INDICATED ON BM. ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE — — — — — — — SEE FLOOR PLAN FOR — — — SCHEDULE/PLAN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd OPTION A INDICATED ONM OPTION B CONNECTION INFO OPTION C TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER EDULE/PLAN EA. STUD. TOENAIL EA. ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C �C TRUSS TO NAILER w/3-10d 3. O.C. MAXIMUM. ALL BRACES 2x4SPF 2 COMMON BM. TO POST ATTACHMENT A SHEATHING ATTACHED PER NAILING SCHEDULE SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2 WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS SEE ROOF PLAN SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. `DESIGN FOR BEAM SIZE & SCALE: 3/4' -0" FOR ADDITIONAL INFORMATION WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB CONNECTION INFO. M. SPLICE OVER ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B � CENTER OF POST 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS A A 'DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) SEE PLAN FOR PRE-ENG. TRUSS TOP OF erAM 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP I MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A — J DIAGONAL 2x8 #2 SPF RIDGE BEAM (2) HTW-20 STRAP (2) HTW-20 STRAP AT 8'-0" WOOD TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. - MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT CANT. IF TO 8FT 2X4 RAFTERS FOR SPANS LESS SEE FLOOR PLAN FOR INDICATED THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COLUMN ADDITIONALSIZE& USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM (WOOD COLUMN SHOWN) TRUSS USP JUS26-2 SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY MIDDLE TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD P-1 (4) 16d NAILS ATTACH NAILS INFO, VERIFY WITH PLAN BEARING SUPPORT INTO END OF EACH FLOOR LOCATION AND CORNER TRUSS, 24" O.C. MAX. (AT DIRFOR N (IF PARALLE E2/DI20FOR SEE FOUNDATION STALL SIDE OCH SEE BLOCKING A -A ALTERNATE BLOCKING Q PLAN FOR MORE INFO (4) NAILS EAEACH SIDE) INFO) DETAIL @ INTERIOR BEARING MASONRY WALL (TYPICAL) I ly 3 SCALE: 1/2" = V-0" WOOD TRUSS '4 PROVIDE BLOCKING AT ALL TRUSS BEARING COMMON BM. ATTACHMENT SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 3/4"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1 /2"=V-0" OIL VARIES ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR i ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4 " O.C. INFO. ROOF SHEATHING ATTACHED 16" O.C. W/ (4 (4) 12d � COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. PER NAILING SCHEDULE (2) 2x4 CONT. TOP PLATE TOENAILS TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE SEE PLAN STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE HIGH TRUSS USP SPH4 EACH STUD ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABL SEE PLAN SCHEDULE BOTTOM CHORD PLATE INFO. TRUSS HIGH TRUSS BRG, VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD SEE PLAN FOR CONN. ROOF SLOPE USP LSTA30 OR EXTERIOR/ROOF WOOD WALL MTW12 TO FLOOR GIRDER BELOW @ 16" (2) 16d NAILS TO EACH COMMON SHEATHING ATTACHED PER NAILING SCHEDULE TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS � @ O.C. TYP TOP &BOTTOM 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE LOW ROOF TRUSS SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED STUDS UNDER G.T.) SEE PLAN FOR STUD TYP. T&B PER NAILING SCHEDULE & a MASONRY WALL BELOW: USP TRUSS SHOP DRAWS (3) 12d TOENAILS TO — — — — — — a<. HTA16 @ 4'-0" O.C. TO GABLE & CONNECTION TRUSS OR OIL SEE PLAN FOR PLATE BELOW — — — — MASONRY WALL a TRUSS BEAM BELOW: USP USP LSTA SEE PLAN ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE 18 EACH LOW TRUSS • o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a .` TRUSS STUD SEE PLAN BRG. ' W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS FOR CONN. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN 2x #2 SPF STUDS PLAN FOR MORE 16" O.C. MAX. �: FOR CONNECTION SEE PLAN FOR SHEAR TRANSFER INFO. SECTION @ FLOOR MORE INFO - EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION AT DOUBLE BEARING 13 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" CO r zoOz° z� Q O.J O C cn 4--J w p -U — �O o (� U) ZD o 0 .� COf ` c) S./ N M W C M M F— E f`0 ,C M N — 8 0 C -CLLM 3 -00 U� Sao o,t Qrn aiQ6 A1 N-C 6®D C i 8 D. xv�;, a Crtitf��� y • .i�}j� r. ;i-.� rr ..%� zn° N � f4 w BLtn� ♦� >4 0r V 9 �} co 8 e�0 LLW -�,N� a J o a m ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O ON Z 0 cu M O M Q m Ln a. V) :2 � CL .-. SUM Q � � Z E WJ C:) ��z w z �C'+ w00Q WGW U tun,0O 9 0 0 zaaza c9zpaw agj oLO o�os�$ W z LU W J O 3 Ln �a o� W QWunj -0 OUj Ozm WWOI— = OZ o Qv 9 Q C/) �2g�iz* <�aM8 ^o L r) z a x U. o �J0Wa �>- LL O QCL \/W L ~ Z W g z O SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 100 JOB NO: 17-1799 SHEET NO. D 1 - F. - 1 7 i1. II , 1, ;JI'di'll 111AI i it r.:,Ad it i i a! ,il, d u. . I i I 1 11 1 1 1 1 1 1 ---F— I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl barrier above header to allow for flashing installation 2� Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NOI BOTTOI FLANG Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED ` WEATHER /E BARRIER & �ARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND . U . P WALL BY 6 IN. WEATHER RESISITIVE BARRIER ED FLASHING E AIM L% kSHING Q SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIEC THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WPI SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I i ITOXO, &I I 1111I RIM JOIST STALL SELF -ADHERED -ASHING JAMB & HEAD ASHING, SEE ANGED WINDOW EE DETAIL WP01) _LF-ADHERED FLASHING, ' JEND A MINIMUM 6" ERTICALLY FROM )TTOM OF iRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING L% WINDOW UNIT SLOPE 0.3 in : 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING r1 ACDLJAI T RUBBERIZED RUBBERIZE ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED SCORED RELEASE P� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0, 0 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.1 5 asphalt felt, free from holes and breaks, complying with ASTIVI D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 Gaiv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as n each detail that corresponds to the numbered items in the list of instructions below: 0 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (16" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ...... �Ni Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 0- Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all NJ 0 LO �7 co - Z < 13 La V) (D Q) (-/) Lii LLJ 0 (D-' E 0 U) Cn LU w-wk� S, j..- E 8 r_ M M �md m 0"r- N r dj 0 U (A LL OD -00 CO a 0 Lo < 0 tm -C.B-D-C A /T1 <" �2 W U'� C-4 9 Ci Lo C'4 Z JU "I C-4 I.. Z L_ .1� 2 T r- M u_ __J _J ILL U_ L� . a M.R W S'L LU W -.0CL 0 W CD :3 4);S < 3. 0 C� 6 E i'm 2 ir 0 M CD C93 Z B - 8 < C C-4 LU --I L m t (58 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z 174 0 QJ N 1­4 4_J C:) V) - :3 %D , g> , Ln rn Z5 �m 4-J IN Ul M Ln 0 a) - Ln C LL 01-S Z CY) U M r_1 CL 00 . Z E W Z LLJ C) _J 0 %0 0 E Z LU LL LU Z (L UMZ 2W U l_- < 0 00 Z < 0 op Z 0 CL Z U X 9 � Uzi UJ _J 0. U LO Ln =) LU 12 �5 CNI 0 Z C) a. LU L0 W r*4 _J Ir %4 Ln 001"S - < < T__I 0. . . zl:t UJ C) �y 0 & 0 < Z Q a LU a 0 U & 0 < Z _J 0 U Fu-' V1 Cc LL 0 Z & -0 (0 Z Z LL op U.1 =2:02 ZCY-- Z LU LU 5 5 Zcc LU 0 00 UO r _w _j 1, �<- g - V 15 > (4 0 M I M C) � � X 0 =) 2 10 Ln =),< LL 0 Rg�z� C) Iir T", _J LU i LU C:) LL LIL LU Z < > 0 Z 1­4 _J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1799 SHEET NO. W P E. Stock No. A3 ApprovalUSP Florida Product , FL17244.1 Basis ESR-3455 . . Stock. A23 Florida Statewide Product FL10446.2 Evaluation Report ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM 16 F L11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26 2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 1_TT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 1_77131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-W5 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441 A ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 Sp1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553,842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Cumes Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Borst Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels F1 12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1 - FL1630.11 NIA Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) I FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels I FLI1383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE 4_0 N N cn C0 O L ca. O .� cu U N C N -O Ca U O IM � O Q L � O O CCa L.L O > .ICU � 0 C O a) 0 CU .= - v�/J Q E Z Z W J E �a Z W `v O CL O Q •ice O L ri Cf) U ICU m I- O L ICU W 'Z Z Z Q J a SHEET NO. PA 1.0. I,. 1, ai lth 111,11AiA i_c' 1., 111" .1. I 4I 1 .. k,�i -, II ,. H-----FF-- 1 L T I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2017 FL#15225-R3 Code Entity o Date Date Date Pendinq Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation RickWright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management I nstitute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickv*_rwbidgconsultants, Compliance Method: Certification Markor Listing con) FL#1 5225-R3 Products Quality Assurance Approved for Use Approved for Use impact Design Seq # Product Model, Number or Name Product Descriptiqn Contract Expiration Date in HVHZ Outside HVHZ ' Resistant Pressure 5 e, &quot,Smooth-Star&quot, and &quotBenchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12t3112021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot Construction 6/8 and 8/0 Opaque and Glazed Steel Door wth 12/3112021 No Yes No N/A Serles&quot and &quot;Benchmark b� Therma-Tru&quot; Transorns. With andwithout Sidelites. Inswing and with Transo�s Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 119,12017 FL#15279-R4 Code Entity o Date Date Date Pending Date Type Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Clopay Building Products Company MarkWesterfield I ntertek Testing Services NA, Gary Pfuehler 06/12/2015 03/1912015 06/21/2015 Approved Category: Exterior Doors (513) 770-6W2 Inc. (513) 519-6566 Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FI-9115279-R4 Products Quality Assurance Approved for Us Approved for Use Impact Desion Seq # Product Model, Number or Name Product Description Contract EKpiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F1 51: 84A, 94, 73, 75, 1500, 190. 76, Steel Pan (min, 25 ga.) Single -Car (up to 9'0" wide) 05f2l/2028 No Yes No +30 PSFI-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55,48B, WI NDCODE&#1 74, W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S,ED5SV 53 053W5-16 PAN-2FI53:84A, 94,73, 75� 1500,190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" tc) 16'0" 05121/2028 No Yes No +30 PSFI-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, G D5S, Wde) VIANDCODE&#1 74; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2FI53: 73,75, 84A� 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) Single -Car (up to 9'0",Mde) 05/2112028 No Yes No +38 PSF/-42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#1 74, W6 Garage Door PSF 102 102 W6-16 PAN-21`153: 73,75, 84A, K 42,48� 42B, 488, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" 05/2112028 No Yes No +37 PSFf-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S Wde) WINDCODE&#174; W6 Garage Door PSF I -� Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1 FL#15288-R2 code Entity Q Date Date Date Pend ina Date TVDe Versio Manufacture Contact Eno Ineer & License Validated By Validated Submitted FBCApproval Approved Status Affirmation 2014 MI Windows and Doors Brent Sibinger Luis Roberto Lomas Steven M. Urich, PE 04/3012015 04/3012015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Horizontal Slider bsitinger@mKW.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model, Number or Name Product Descriotion Contract ExDiratlon Date in HVHZ Outside HVH Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No NIA 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XQX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 10BX48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213112017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 FL#115000�R2 Code Entity or Date Date Date Pend Ina Date Tvpe Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Trur Corporation RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/2912015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickwO_rwbidgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#1 5000-R2 Products Quality Assurance Approved for Use Approved for Use Impa Desion Sea # Product Model. Num bar or Nam Product Description Contract Expiration Date in HIVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quotSmocth-Star&quot; 6&#39;8 &quct;Non-Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing (X, OX orXO, OXO, X)� OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537=R6 Code Entity o Jype Versio Manufacturer Contact Enalneer & License Revision 2014 CURRIES Division of AADG. Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.corn FL#I 1537-R6 Products Seg Product Model, Number or Name Product Description 1 607, 707, 727� 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Pagel of 1 Illor Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 07/21/2015 07/2112015 07/2712015 Approved Quality Assurance Approved for Us Approved for Us Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12t31/2017 Yes Yes Yes N/A 1213112017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/9/2017 FL#15278-R Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberti) Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Fixed bsitinger@mkW.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#i5278-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design seq # Product Model, Number or Nam Product Description Contract Expiration Da in HVHZ Outside HVHZ Resistant Pressure, 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 FIN 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN172X72 12131/2017 No Yes No N/A FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 12/31/2017 No Yes No NIA FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 1213112017 No Yes No N/A PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172)C72 FIN 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 119f2017 FL#13192.R4 FL#j5272-Rl Code Entity o Date Date Date Pending Date Code Entity or Date Date Date Pend Ina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status TVI)e N�� Manufacture Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. 08/26f2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside NickThompson Lyndon F. Schmidt, P.E, Ryan J. King, P.E. 02f23/2015 02tl 9/2015 03/01/2015 04fl 512015 Approved Category'. Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar Subcategory: Soffits, nthompson@alside.com Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer F L#1 31 92-R4 Prod ucts FL#15272�Rl Products Quality Assurance Apiproved for Use Approved for Use Impact Desion Quality Assurance Approved for Use Approved for Us Impact Design Sag # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure S_ # Product Model. Number or Name Product Descrillption Contract Expiration Date, in HVHZ Outside HVH Resistant Pressure 1 Cemplank Lap Siding fiber -cement tap siding 01/01/2018 Yes Yes NfA N/A 1 a. &quat;2T&quot Soffit Vent or Solid Vinyl Soffit l2t3l/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes NfA NIA 2 b. &quotAIIianceT4&quot; Soffit Vent or Solid Vinyl Soffit 12131f2018 No Yes No N/A 0 *. 0 A FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGID 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 4301440 REINFORCED ALUMINUM SGID FL#J52117-R4 Code TvDe yj[k2 Manufacture Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Seg # Product Model, Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERI ES GA 195 ALUMI NUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R Code Type Versio Manufacture Revision 2014 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1 5333-R2 Products S_ # Product Model. Number or Name 7 1445,5347 AND 5547 VERTICAL MULLION FL#5444-RIO Code Type Versio Manufacture Revision 2014 Certain'reed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-RIO Products Sag # Product Model, Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, )0( 96&quot;x96&quat; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 4301440 ALUMINUM SGD)O0( 143&quotx8O&quot; NON -REINFORCED SERIES �30/440 REINFORCED ALUMINUM SGD )O(X 143&quot,x96&quot Page I of 2 I Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3112017 No Yes No N/A 12/3112017 No Yes No N/A 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12131/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enalneer & License Brent Sillinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitinger@mM,d.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54)(72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108)C72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8)C72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 11912017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 06/30f2015 G6125/2015 07/0612015 08/19f2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No NIA 12/31/2017 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Ennineer & License Brent Sitlinger Luis Robert) Lomas (717) 365-3300 PE-62514 bsitinger@mM,d.com Product Description 1445,5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 119/2017 Date Date Date Pending Date Validated Submitted F8C Approval Approved Status 06/29/2015 06119/2015 07/0512015 08/19/2015 Approved Quality Assurance Apiproved for Use Approved for Use IMDaCt Desion Contract ExoIration Date, in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Pagel of 2 Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity o Date Date Date Pendina Date Contact Enoineer & License Validated By Validated Submitted FBC Approval Approved Status Mark Hamer Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12M5/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 mark d.harner@saint-gob ain.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs). laminated and 07103/2017 No Yes NIA N/A architectural asphalt roof shingles Cn -CD > 2 -6:3 0- C 0 0 L- M -0 a) CL CIO 0-0-0 M -0 .0 Il Co LL uf_ 0 Co > Cn (n E ii CU "0 CL = M -0 '.0 = .- -&-i C/) 0- Z Z W mi Cn co A-0 C/) U) 0 0 L_ (D CL CL 0 C/) Z Z SHEET NO. PA 1.1 N 2 L Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 CU - Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 -4.— (y (33 Building Codes and Standards 1/9/2017 Building Codes and Standards 2/6/2017 Product Approval Application Detail � .- U Product Approval Application Detail Product Approval Application Detail FL#5219-R3 0 O -0 ja FL#12328-R7 Products Code Entity or Date Date Date Pending ate � L O O q) Quality Assurance Approved for Use Approved for Use Impact Desian FL#21675-RO Type Versio Manufacturer Contact Engineer&License Validated By Validated S milted FBC Approval Approved Status O LL Sea # Product Model. Number or Name Product Description Contract Expiration Date I HVHZ Outside HVHZ Resist Pressure Coe i or Date ate Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved 6 No. 15 UL Asphalt saturated organic felt 01/0712019 No Yes N/A N/A Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated_ Submitted FBC Approval Anproved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 M Q W+— Co co New 2014 HomeGuard Building Products, Inc. John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03l2017 Subcategory: Roofing Accessories that are an Integral Part the Roofing System flvalidation@yahoo.com � O 0 Approved of Co (3.) Compliance Method: Evaluation Report from a (3) L Q Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida O Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.00 (604) 520-3321 Professional Engineer 110 Q Compliance Method: Evaluation Report from a m FL#5219-R3 Products �'�/^ V) Q Code Version: 2014 FL #. 12328 Product Evaluation Entity .� Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance A_ wroved for Use Approved for Use Impact Desion Category: ALL Subcategory: ALL 9 ry� Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Quality Assurance Entity Contract Expired: ALL Compliance Method: ALL Product Model, Number or Name: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quota Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Product Description: ALL Approved for use in HVHZ: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 88#39;, or 10&#39; Wide Off Ridge Vent Attached to F, 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01101/2018 No Yes N/A N/A Wood Deck Approved for use outside HVHZ: ALL Impact Resistant: ALL ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Design Pressure: ALL Date From: ALL Tile&quot; 8&#39, or 10&#39, Wide Off Ridge Vent Attached to Date To: ALL 1 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Wood Deck Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No N/A for Shingles&quota 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/10/2017 Florida Department of Business &Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards g 1/10/2017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Sate Date Date Pend ina Date FL#16588-R7 Coe Entity or Date Date Date Pending Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status IyL Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05l01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity Date Date Date Pendina Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03l09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated ubmitted FBC Approval Approved Status Category: Roofing (904) 783-8400 (786) 315-2590 Subcategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06125/2015 Approved Subcategory: Roofing Accessories that are an clark@flamco.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R7 Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use Impact Impact Design Quality Assurance Approved for Use Approved for Use Im DaCt Desian Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant ressure Seq ## Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A NIA 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. r CU (D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of FL#15076-R3 Building Codes and Standards 1/92017 Code Entity or Date Date Date Pend ina Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Anoroved t us O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page f of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/9/2017 SubCategory: Storm Panels tim.robinson@gppent.com FL#7849 R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Code Entity or Date Date Date Pend ma Date Florida Registered Architect or a Licensed Florida Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R7 Revision 2014 Boral Roofing / MonierL'rfetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09M0/2015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Deslan Code Entity or Data Date Date Pending Date Subcategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Tyge Versi Manufacturer Conte Engineer & License Validated By Validated Submitted FBC Approval Approved at Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 - Shake, Slate &amp; Split Shake Flat Profile - Stockton 12131/2018 No Yes N/A N/A Code Entity or Date Data Date Pend Ina Date FL#15088-R7 Products 14 Saxony 900 - Country Slate, Shake &amp, Slate Flay Profile - Henderson 12/3112018 No Yes NIA N/A TVDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12131/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HV Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772.6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/3l/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12131/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida 25 26 Villa 900 Villa 900 Medium Profile - Denver 12131/2018 Medium Profile Stockton 12/3112018 No Yes Yes N/A N/A N/A N/A Professional Engineer CD - No FLfN5076-R4 Products Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Impact Resistant Design Pressure ' A v, 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12l3l/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A O CIO or not by tracks to provide hurricane protection. O L� ry U CIO Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 -6--1 L Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 CD 0— Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 FL#12856-RS Product Approval Application Detail Product Approval Application Detail (n Code nt or Date Date Date Pending Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval ,Approved Status FL#17869-RO FL#1999-R5 Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/2212015 Approved Category: Shutters (954) 493-8551 PE-0048549 P.E. Code Entity or Date Date pate Pending Date Code Entity or Date Date Date Pending Date SubCategory: Storm Panels tomj@tc-alum.com (305) 510-8531 jy2e Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 9 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved pP Revision 2014 ITW Building Components Group Inc. / Paslode 9 p P Stuart Lewis ICC Evaluation Service LC William M. Ranieri PE , L 03/25/2015 03/20 2015 / 03/29/2015 Approved ppro Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918.6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates slewfs@alpineitw.com 1— FL#12856-R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a j— Florida Registered Architect or a Licensed Florida Product Evaluation Entity L Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#1999-R5 Products 1 0.050&quota Aluminum Storm Panel 0.050&quota Aluminum Storm Panel with Optional 12131/2018 No Yes Yes N/A FL#17869 RO Products Quality Assurance Approved for Use Approved for Use Impact Design W 2 &quot,Safety Edge&quota Storm Panels Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga 12/31/2018 No Yes Yes +54/-54 Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp, S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018&quota&quot) Steel, 0.022&quota Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31l2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31I2020 Yes Yes N/A N/A 3 24ga Steel Storm Panel and Non -Pert) Clear Polycarb (Full and Hall) 24ga (0.0232&quota) Steel Storm Panel with Optional 12/3l/2018 No Yes Yes +100/-100 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A z Clear Panels 4 17 W BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A WA z 4 Aluminum Hinged Storm Panel .050&quota Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes WA Panel Q J SHEET NO. PA 1.2 0t N O.C{J J ll_ CL C CU Florida Department of Business &Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 _f�1� v, U ai U) i Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of 1 (� 'U) Building Codes and Standards 1/9/2017 () Product Approval Application Detail Product Approval Application Detail C Q •L -0 Product Approval Application Detail L— FL#2197-R5 FL#1644-R4 � O LL Code Ve Entity or Date Date Date Pending Date Code Entity o Date Date Date Pending Date FL#1645-R4 CU = O CU Tvpe io Manufacturer Con ct Engineer & License Validated By alidated Submitted FBC Approval Approved Status Type Versio Manufacturer Con ct €ngineer & License Validated By alidate Submitted FBC Approval Approvetl Status Code n i or to Date Date Pending Date V) p Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/1112015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Type Versio Manufacturer ContactEngineer & License Validated By Validated SubmittedFBC Approval Approved status .— 0 Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (D L_ Q SubCategory: Truss Plates dwert@mii.com (205) 599-9800 SubCategory: Engineered Lumber roberttaylor@bc.00m (253) 620.7467 Category: Structural Components (541) 826-0200 Wood Association V) Q (a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 -� CU "0' '+^-� Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a V) Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Desian 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 10 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes NIA N/A 4 MT20 20 ga. truss connector plate 12/3l/2017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 FL#6527-R6 Product Approval Application Detail Florida Department of Business &Professional Regulation Page 1 of 1 Code Entityr Date Date Date Pending Date Building Codes and Standards 1/9/2017 TVersio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#158-R7 LU Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber jim.anderson2@weyerhae code Entity or Date Date Date Pend Date Compliance Method: Evaluation Report from a user.com TVpe Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#1630-R8 Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved FL#6527-R6 Products Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date Date Date Pending Date SubCategory: Products Introduced as a Result of cparrino@castcrete.com Type V, ersio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/06/2015 05/12/2015 07/30/2015 Approved See # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 Level Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A FL#158-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae board Rim Board Compliance Method: Evaluation Report from a user.com 2 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A WA Quality Assurance Approved for Use Approved for Use Impact Design Product Evaluation Entity 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes NIA N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Im pact Desion FL#6527-R7 FL#158-RB Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or pate Date Date Pending Date Code Entity or Date Date Date Pendina Date 1 TJI 110 Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Tye Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 3 TJI 210 TJI 230 Prefabricated Wood I -joist 03/3112017 Prefabricated Wood I -joist 03/31/2017 No No Yes Yes N/A N/A N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 4 TJI 360 Prefabricated Wood ]-joist 03/31/2017 No Yes NIA N/A Category: Structural Components g ry' pO 253 924-4084 608 839-1344 ( ) ( ) Category: p Cate o Structural Components 813 621-4641 ( ) (788) 315-2590 5 TJI 560 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI1560D Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Seg # Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Design Pressure Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Desian Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes NIA N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A — 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards 1/9/2017 • Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity o Date Date Date Pend ina Date FL#11383-R4 Type Versio Manufacturer Contac Engineer & License Validated By Validated Submitted a FBC Approval Approved Status Code Entity or a ate Date Pending p�tg Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/26/2015 03l23/2015 03/30I2015 06l23/2015 Approved Code Entity r Date Date Date Pending Date lid Type Versio Manufacture Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Commercial Concrete Produds,Inc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08J26/2015 Approved Category: Structural Components SubCategory: Products Introduced as a Result of (602) 437-1160 PE-60509 GREENBERG, P.E, bill@powerssteel.com (813) 645-0166 Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components {602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@poworssteel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-114 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in H HZ Outside HVHZ Resistan Pr s ure consisting of preformed steel lintels combined with Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 QualityPrecast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing }+ bars. W^, V / O O L CL ..ems U O CL C6 m V Q L ICU W Q W z J z J a SHEET NO. PAq,3