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HomeMy WebLinkAbout3197 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS ABBREVIATIONS SS RETROFIT DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D1 SECTIONS &DETAILS Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner � � � � � � � WP WATERPROOFING DETAILS A/C Adjustable Ft. Foot/ Feet Rad. Radius \ A.F.F. Above Finished Floor Ft. Footing Ref. Refrigerator \ \ PA1.0 PRODUCT APPROVAL NUMBERS A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.1 R DUCT APPROVAL NUMBERS ALT. Alternate Galy. Galvanized Rm. Room PA1.2 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.3 PRODUCT APPROVAL NUMBERS Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Cig. Ceiling KMhall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear at Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry LJ r_1 41 Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack am U.C. Under Counter D.V. Dryer Vent Mir. MirrorUCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic N.T.S. Not to Scale V. Shower Valves E.W. Each Way VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Pe destal edestal Exp. Expansion Pew Washer FBC Florida Building Code PH PHONE W/ With REVIEW OAT 1 (� ll P P.L. araam Fin. Flr. Finished Floor WIC Water Closet CITY OF "I PLF Pounds per linear foot HiL F.G. fixed Glass W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC" ^ODE, AND THE CITY C?F ZEwHYRHILLS 12-08-15 2.00 FRAME -WALK REVISIONS ORDINANCES 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 2889 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. 0� zo — o Z J a 0 N (D � LU w � p U — w = OE~ = o '— i� c/i U .20 � W — 8 W N rNi C M co N t7 th O O p _ U LL OD � a� � Q o rn �� rna Q o a°C �, . B Do _ u' ••\��.�1 N,cQi ocl) o 111 W Z 4�Y �� , \� — rrP" U.N` , .LLC9 gESS� �► f I f 1111\t IL � 04 W N o 00 U 00 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 C-4 0 (1) n 0O M M Q L,n to a cn•L�' Q LL to d ^ U Z� a 00 Q � � � Z � J 1 W � Milli! w� Z f w a 'a K LZOU ZWz DMZ T0-0 V • 00 LU ��� ooL® L N W I••t••I = Z 8 iZ Lit) > o •�� i 0 U Z LU c� = Z oLL Q(FJ r, ao LU [V Z co L, Q< Q ¢l2W� Z 2 J z-i ul CY LL, 2: Q F Z O $ya0, �O M Q Z Q W Z O ZLU =0 Z LU a v=i SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AM ES VERSION N0. 10 SHEET NO. CS 58'-0" A J TYP @ 2 S3 S6 STORY H.B. I I jI ------------ 36" X 60" SHOWER R-- , CW. BUILDER TJ PROVIDE APPLIANCE PROTECTION — — — — — — — — — — I II a = w O O FIBERGLASS IWHEN .I. REQUIRED PER FBC K S4 I N w SURROUND FRPET ON 1 2'6 14'9" 34 T-4 50 J13�28 21 ' I L I m co I;jt OWNE 'S SUITE ; 2 CAR GARAGE 1 1 10 W_ 8'-8" LAT CLG. 8'-8" FLAT CLG. I o j� C RPET 2 68 F. 9'- " F AT LG 2668 i I I I I o 1 1 10 o a I LI EN TILE (3) 2X4 #2 SPF GG I 5 SH o o W/ (3)16d S3 j O j j I H W I I �z 1J = 16" DEEP --� TYP @ 2 STORY — ----- R&S °' I X I I I N J I P W r HANSON BOX K I m I Li I T I I S6 10 1 @ 36" A.F.F. O S3 I I I N 1 I I I o x DRYER VENT +42"SLOPING I I I THRU WALL _ 1 10 HALF WALL I I I 1 I I — — — — E PT. D 96_0----- 111 I ~ I I ■ ce C7 • ---- N " 1 8 1 12 ----- EDGE OF SLAB 2" I I I I 1 I I TLE _ — — 1113 BEYOND WALLWIRE = Iw ---- ---- 1'-4" SH LF 5 fi NOTE: FINISHED O u5 = '"os' — — — — 14 — — — — CC WALLS TO BE FLUSH. '-0" c `1' r' 5 15 ,� S3 VERIFY IN FIELD. I -- -- � 2868S3 = __16 _r — N NS3 c _ Alt 4'-0" 3 __� __ 4 - 2 cq ,3 $" LG. PATIO I ' � TILE 2'-0" I 16, „ 4'-0" 5'-8„ 1, 3,4- X-111" 18'-9" 2'-0 o iv I I �00 `° O 00 (3) 2X4 #2 SPF W/ cap 0 LOW WALL OR c,6+6' 3068 I ENTRY ,N I (3)16d TOENAILS zIII SPINDLES PER SPEC. 1 8'-8" FLAT CLG. @ BASE 4 zil1 0 FA I LY R M ' I I I I 8' 8" FLAT CLG. = CARPET 'r' CAFE 8'-8" FLAT CLG. $o I C7 1 I I 1 I _j I 1 I 1 O AH R1A = °' NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I FIELD. -0„ IL 1 I LL 1 Fol I TYP @ 2 STORY = ro CARPET I tr----i O FLEXI I J I I O0 • III 8'-8" FLAT CLG.00 S6 ' j I I D.W. H 16" DEEP CARPET I PANTRY o 1 G) T W I nB r N - I o N tY 10 -2. AINs 26_31„ = 4,_ „ m 12'43q" I rn Q AC PAD AC PAD 5-SH 16" DEEP 10 10 Id IO 24 ------------- OPT. REF. 24 24 24 ------- I1 Iw I� H.B. 25-SH A O J TYP @ 2 STORY S3 S6 HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" X 16" LVL 2.0E Fb=2950 <e>(2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20 X 38 ij 18 } X 37 i S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18}X62j S.H. 16 20 X 72 18 } X 71 j S.H. } 32 27 1/4 X 26 26 X 25 } S.H. J 33 27 114 X 38 j N/A S.H. } 34 27 j X 501 N/A S.H. J 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62112 S.H. }36 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 251 /2 S.H. 23 37 j X 38 lj 36 j X 37 3/4 S.H. 24 37 1 X 50 1 36 } X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 I} 52 j X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes 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 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • 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 R302.11, 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 1/2" 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 Iocated.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. M1507.2 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. SN1 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA*"� +25.6 / -27.8 W +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 DE +23.0 / -25.2 OF +23.0 / -28.9 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND 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 "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 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-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 Z o z CD Q J a U, Z (✓ N CD00 a-d w Q 'U — w OE F' = ~ o0 mn U W —8 WW ~E � d C2 W M �oM 00o = U3 `Qyn2 w LL CO � W CL Y a rn u7 0 v o N C B D C G� N _ .o 0 I` A j,S�' — c 4;e • •• 7 U_ 1.• -7 Lit a - a' L•. . ••' ci g cM SS`O �� `�� �So d W1�11{{{{1 (C*, — N N Q M ) J 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 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. 11 O Z N 0 .a<�+ O M Q M Ln to •� �t' It1 U_ Ll1 a I••- l� U a 00 a �� Z WJ a d- J oZ �a B wa�� g1z�U WZ19 z �W O� < 00 M 04 "��® g z L . � ONO °C N ( O Lr) U 0 = U) o w oc�J[ Q `F_ C fV W10 4 =i Q LLJ Q Z J Ln .. W �a-E T-i W � �Z M Q Z w~ kD z t co� � ^ g = LLi r•-I a Cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 r----------------------------------------------- I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TYP @ 2 STORY 3 O � D: 3 1 TYP @ D2 CORNERS U.N.O. 8 e I I 1 _ 1 p2 li I I LL oli I I m - o 00 I 03 Ca I c00 oCD N in N in I LO I 12'-4" 80 2' 2'I 12'-0" qO I I cn Y I 1 = w � T N r I.LC7 N 22 I 4 SH 12" DEEP 00 I w 6 CARP T H1 D1 8'-0" FLAT CLG. -1 LINEN - B D ROO M 3 D2 BEDROOM Z N 2468 B.F. 8'-0" FLAT CLG. CARPET Cn 7 -4 5'-0 4'-2" 3 -4' 8'-8" 2668 2668 I I TYP @ 2 _ M , dry °Q r-------- R&S--- c STORY ^� FIB GLASS° 0 O - I W• I. C co SUR I I r 3 am H 18'-0" FLAT CLG. S6 10 I I CARPET 8 - - - 112 - - - - co " O 2668 0o TYP @ 2 7 7- - - - 113- - N I N I STORY 6 _ 14 ARPET 1 5 _ 115 0 NIAy'?� 1 8'-0" FLAT CLG. S6 5 4 1 6 g FT G68 = 12P, I BEDROOM 4 8' --� D2 -- — — -- MI Q \ I I = I 3 I I \I 2 N N J +42" HALF I A I WALL I o o I ,.-:I � 4 H1 I D2 ~ � C7 C7 iL I °0 w u_ 81 I io I Ly 0 I 4'-0" T-4" 5'-10" T-10" 12'-0" I I I CARPET 8'-0" FLAT CL I 00 I 60 LOFT N co I 13'-2" 2'-8" 13'-8" e 4 io 1 H1 D2 22 1 I D1 I I I C,) = O w Cr I C7 N LL: W c o bo 1 I 1 ►n °° I CARPET 8' " FLAT CLG. 1 BEDROOM 5 I I I Hli S6 \,,D2 TYP @ 2 STORY 04 N N T 0 0 v HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1 /4" LVL 2.0E Fb=2950 H7 (2) -1 3/4' X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS iEFITf EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38 18}X37j S.H. 14 20 X 50 18 j X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20X72 18JX714 S.H. 432 27 1 /4 X 26 26 X 25 } S.H. 33 27 1/4 X 38 � N/A S.H. 34 27 j X 50 N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 621 /2 S.H. 436 27jX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37jX50j 36JX50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 524 X 621 S.H. 36 54 X 72 524 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes 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 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • 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 Gass 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 R302.11, 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 1/2" 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 Iocated.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. M1507.2 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. SN1 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 O +23.0 / -28.9 O SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND 't♦1111111111111� • - 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 "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED _ 0 Z Mo Z Q a Z ( � (DM 4--+ w 0 U - w 0 ~ (/) = o o 0 U NM W 8 W W C�IBM '0 Cl) O o0 2 g d � ODU r CY Qrn aCL 0�� dodo A , B Ds N C B D C \� `/z. \` N ,.... 15,E '• co V Uo N Of o •� •�� JL o` dip LLZ ✓ Hiss \ONr W ` 41 1110,\\ N J 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 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 Z 0 ate+ M O M Q U1) "gyp a cn •,_ Q LL CL .-. Q OC) z z E (0 Z WJo� l0 �I- Z a Za O LLJ W QqU W Z z z " �W �Mi Z L. M w N p o 8 z U-) _j 3 O Z o U = fu N oLL J � cc ��f� Q Z Z N ­2 % w —j,..� to f Ili Q 6 1 o a l0 M Q ZZ Z �0 OUJI m I� :5= W cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.1 0 50 0 0 M MIRROR OWNER'S BATH e 0� oc KITCHEN ISLAND � SEE PLAN FOR LANDING DEPTH � KITCHEN BATH 2 (D!�G =ca Al ) con) Ln o cal 008,0 0 0Zo 0 00 LU 0 10 'z PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES —J Z / L BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING —J o @ 16"O.C. w/ SIMPSON A35/USP 3: MP34 OR LUS26 HANGER ON __J O EA. SIDE / STANDARD (3) 2x12 0 2x842 SYP JOISTS @ LANDING STRINGERS w/ SIMPSON Z MASONRY OR WOOD WALL, @-16" O.C. w/ SIMPSON A35 CLIP A35/USP MP34 CLIP TO FLOOR ir SEE PLAN " PLYWOOD @ OR LUS26 HANGER TO LEDGER. SYSTEM OR LANDING FRAMING o 2x8 #2 SYP (P.T. IF MANSONRY LANDING Z WALL) CONT LEDGER w/ (3) 16d 2x12 HDR, w/ (3) 2x STUDS AT a NAILS @ 16" O.C. MAX. TO EA. Ae Z EA. END FOR BEARING (2) 2x HDR. REQ'D @ END OF STUD. ((2) 1/4"X3 1/2" TITENS @ o STANDARD (3) 2X12 16 O.C. MAX. FOR MASONRY T STRINGERS TOFLOOR SYSTEM GT SO LANDING FOR STRINGERS WALL) ao TO CONNECT TO 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD 1x RISERS (TYP.) @ 16" O.C. CONT. HANDRAIL GENERAL LANDING FRAMING INFO. SCALE: N.T.S. Y-0" MAX LANDING LENGTH THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. OPT. REF. KITCHEN c O M 0 STAIR CALCUTIONS: TOTAL RISE = 10'-0 314" (16) RISERS AT 7 9/16" 10- TREADS w/ 1" NOSING to conform to the FBC 5th Edition Residential section R311.7 Riser height: The maximum riser height shall be 7Y". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 31/8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Y8". Nosings. The radius of the nosing shall be no greater that YW. Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of Lu U treads or flight with four or more risers. Handrail height, measured vertically Z from the sloped plane adjoining the tread nosing, or finish surface of ramp I slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wwall shall have a space of not less than %"between the wall and the handrails. U 0 Grip -size. Handrails with a circular cross section shall have an outside diameter of at = least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. r; Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ''Y2" gyp. bd. INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" Z M 0 — o fO Z Z Q J U) Z w �o �w = o �0 F4 1" x 4" SMOOTH TEXTURED 12 TRIM / BAND 5� 6" FASCIA (TYP) T.O.P. HDR HGT. RICO 00 F7 8'-0" RIDGE VENT 12 <>�5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------ I LL===' ICI Ll_ i I I I —I iuI l I LL— I®I �' 1 1" x 12" SMOOTH 25 SH 12 5� 25 SH 25 SH FLASHING -- TEXTURED TRIM / BAND 2nd FIN. FLR. _-Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b — — — — — HEEL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - / - - - - - - - - T.O.M. ----- �� N F5 ------- HDR HGT. _ _ _ _ DECO CORBEL ONO 1" X 8"SIMULATED 00 60 - r' F 16 WOOD FINISH TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH J J F.FL. 1 ------------------- 4' RIDGE VENT 12 5� t_1_,_0 ------------------------------------ 2'-0" F5 12 5� 12' RIDGE VENT 1 1'-21" 4 FRONT ELEVATION - Al T -q T.O.P. ------------------------------------------------ _ HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — " — — — 1,-0 25 SH CJ WEEP ---------------------------------------- -------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH (TYP•) =I00 bo 2nd FIN. T.O.M. HDRHG F.FL. SCALE: 1 /4"=V-0" LEFT ELEVATION - Al • 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic 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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allogin Vents Needed �U') Zo — o Z Q _1 a Z U) In Q) C_/3 w U — O w � ~ y t /i o 0 U W — $ W E ku M C tti cM O 24 2 _ U00)) s U. co Sao e Q rn;a;' Lo O'T B D. x c e 1), c ` II �� W 1 �• o �/0 1WV O 1 CO941 J�O ILL! c` . zo m Wa �n�uIIINti1��� N M W 0 DU U F- 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. 0 0 Z N ON^ M CD M Q (f)'p a to •� d- a ° LL a IY tJ a � Q zM J � W J z W� zz �a 07 wa�M g OW O W U z i oo- aCh 00 w a® i W N J w ,z, o �z o L kn 3 Z 0 w v = Q o � �. z O �0� CV_ ILL pw< 2 �¢ < Q Z ^ $�2 W L!i C"X <�o� < " J rl Lij co Z I- g Z zLLJ co^ g uJ o � Ul) z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 8'-0" RIDGE VENT 12 5� 12 i 12 �5 12 5 - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - ------------- E --------- EXTENDED OVERHANG TO BE CENTERED ON TEXTURED DOOR CEMENTICIOUS FINISH ON C.M.U. 25 SH (NP') 25 SH 12' RIDGE VENT T.O.P. HDR HGT. — 2nd FIN. FLR. T.O.M. _ 25 SH COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------T.O.P 1'-0" 2ndFIN. FLR. ---------- T.O.M. ------------------- 1'-0" --------------------------I------------F.FL. REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic 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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (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. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hegin Vents Needed • 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 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed Z Cl) — o Z Z CL V ^ W cn 4_J w � pU w O tti = ~ o o In U 0 LU H E —8 � rNi M C M M .p co Ooo ® U(D L LL co 0M C e7 O Q C) �i Q o A' B Ds N C B D C AN CD \ co o�. Mk(z! o LL .�;' II•. 7 LL '- a-- �c d°. ' 0. 6g,. z--.. �rn SS 1 z i o' LLW0 CO ANP OU U Ol'— ❑❑ 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. 0 0 Z RV 0�1� 1 4 C:, M Q a to •L '� Q v�t^n CL ^ U o. 00 0�0 z Q C z 3iI� Z M J � W w� z¢a CQ f< ~ z 0 OZ80 ce zWz *Eo WQ ��u 00WiN�® WM Wg8 O zz ' N o z� Z to Z z UU = Q � o=, Q ��� Y I-' J LU R8S t;0a� r4 g o a Z a Lu Z w LUz LUC L Q w Q Z�$ -_ g ur � I— W M *k Irn..-i In Z R m ^ 2 a (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 2" 1 ll N N 2" N ; �• VARIES 'NOTE: FOAM TO BE USED ONLY WHENIT = REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-1011 ,7N � r 0 (V 1111 32"311' 1 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1I2" RADIUS 1" �2l1 1 1!2" RADIUS 2 1/2" RADIUS a 4" '- 1/2" RADIUS wry 1'-5 "� Ma VARIES VARIES VARIES _1211 VARIES - rN LVARIES BASE • 4" *`�, ill M0 4' 41" N �11 All I yyy2" = I-r 1232" • 3„ OEEDGE • 'NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY v COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" OF OPENING 8" 2" fill 1'-6" 1" 1'-4" = O 1 CV 1" '�'I 1'-O" 2�11 f N All l I • 12" is 211 C 7 4" 10" N4-�-t "" s"1 2-21l 1-1/2" THICK w> 1-1/2" TICK 2j" 00= r4l' 8" i--------- cN 00 co IBM 1-1/2" THICK • 2'-A" 1 31 1- LS1•11 1,-10„ 1,• lz • I I Ofz N Ed 2" 3211 `�1_51 111160II a ��a ? ^ 14a11 Q2 : VARI VARIw EHS N 6" 4" I I I R 1 2 : KEYSTONE F11 OPTIONAL ' 4" GARAGE VARIES DR. OPENING r 4" VARIES r 00 KEYSTONE F11 OPTIONAL 3" �Il 3" 4 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 211 z 00 co 111 1" �Ir— � 0 0?o MM� NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" 3'-0" 4" 1011 1141 1011 1T9 R704 I -64" 14, _ b N N T 12 I 54" 21.111 54 11.1211 " 1 n T�g 11�I1 •1" ED fV N 1 " GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH C� LO Z M — o Z J a Z 0 Qw � p U — w O ~ Ln ~ o 00 mn U w E i®~��°00 � rN(70 i M ` '0 Q �00 -00 ad .Y Q rn to O VO' a�Q o A ' B DO N C B D C � N 0 o g rn p Z Z Go J Z M M T C 7 LL 0 LJ.. N W a m CLL LJ.1 a LLJ s m 0LLV Q cc 04 W A M J 0 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 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. 0 0 Z cV O (L) r-, 1—[ 4.J 0 1>-1 M C M Q M Ln Q L a. H . i oC V 0 � 0.00 Q Z J � W d' z W =a �da VZSOo JO�W 2�Z f J 0 �8 M� W W "off® L Q) 0 ZO R N �3 -� L0 c .d — � a� W U 2 g V LU x o Igg f V LLJ o Z J TI Ln W cWc L Z Z U W Ln Z Z 19z m O Q J = I z+� a cn f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. F1 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add 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 spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET tbmej DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;QO EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I] PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JE!:- ELECTRIC PANEL _ii�.-1 DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights 8 outlets t #1 200 2 copper to 20 amp ckts 00 AMP MP #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 200 amp 150 amp Dis nnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" �Lou Z o Is — o CD Z Q J a U, Z � ^ ' ^ Q) C W Q W O ~ C = 0 o0 �Ln U �� W ~ pE — 8 C f0 M N 'O co, O O W ® U 0 �00 00 0M CL �V Y Q rn tq O �i<0 A' ace N C B D C 1 � CV N_ c� rn p tA ��:i d _ Z Z 0 allo Z W M� � FC � 7 LL ,YO_ a-- U.- J L.L N W 4 46 LLI a w �%Qo—A OW >W0, a z 0 CC W NaM 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 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. i O O Z " O CU N 1­4 4.jo M Q � M Ln a to •� �t' Q IL a .-. �dj cv00 Q E Z � ca WJ C:) d' �R w� za V Z O U W W d }� IL iUZ� �9 Q U W c oc W� 00 v L M W Z Z >f $ (1)F ._. Z LU J vi 3 ' ^ w O W 0_ a U_ r Z Q o QWce Z ,^-1�� a <IsEg � i° Q Z W W Z , Z t m g = r-11O .-I a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add 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 spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET VIM DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 00 #12 copper to 20 amp clos 10 #10.2 copper to WH #10.3 copper to Dryer METER MAIN O/0 or 410 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. r------------------------------------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------------------ ----------------- --1 I I I I I I I I I I I I I I I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J C, CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR UPPER FLOOR ELECTRICAL PLAN G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SCALE: 4'=1'-0" UI to Z o — o Z Z Q J d Z Ln 0 Q) C—n —J W W O~ � O In ~ _O r- m 01 U WC ~ — 8 a)M W c) ;a 00 O 2 C Gj U s� E � oYl: Ly Y 0. p to o v Q rn �i<6 AlN.C.a°° B D. o <o N _N Ci N to V to 9AZmrn p O _ o 5 t 1 —, 0 W �W. ILLo Z0��W-� a� 0 `m: �w o �tnWon° HQ: 0 mm Z 9 9 L04 L a W W < C\l °U 0 U 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 �► O N� > U.) M Q � O Ln a. cn•�� �LL� CL .� oC V p. V-4 � Q Z M J W tD d' z �a Z Wap� ' � U J O� Uf ouj_�...s U�W0 L MW Z z fz N Z W J to 3 L W O 0 CC V X: fu O w o 0 ^ L.L LL J Z �08n k N G Q Q W 3 8"Sg Z ^ a a�oZ � a Z~Z M Ln Z Z tj SYZ o g UJI 0 Ul) f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.1 VENTED SOFFIT 46 SQ. FT. Egg, VENTED SOFFIT 28 SQ. FT. VENTED SOFFIT 28 SQ. FT. VENTED SOFFIT 31 SQ. FT. ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT, SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation required ventilation vented be provided by . Ventilation Ventilation (See Elev ) eSoffiterie needed required soffit upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 "NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND 771 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. ------- ;.7M VENTED SOFFIT VENTED SOFFIT 28 SQ. FT. ZONE-2 ATTIC SPACE 16 SQ. FT. VENTED SOFFIT 14 SQ. FT. ROOF PLAN SCALE: Y4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic 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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear R. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of CPHagin Vents Needed 8 U!P Z co —0 Z Co Q J Z cn i--J w � o U — w O C ~ o o U 0 04 W E -8 Cl) M c N Cl) f`O.ON Ooo _ °' W U U_00 0YP �Y Q 0 u7 O� Q 0 A I ".C. i N UA c_N1• W .0 r3No . • W� LL O 1'9ES$\ Q Z IL1 i�ta Com W V)) 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 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 0 (D N i>-+HMO M Q Uo) M Ln a cn •� �- z 0 f... LL CL .•. C(-� j a -4 a E00 z� M WJ C:) d' Z W� �a Lu<X �180 z� $xw rn v' 0�QEi3 00 F-U® L 2Z N_ �3 L 0 LU 0„- ,- LL PRE QOwQ Z a E � W J Lei —4 1 LJ.I .. W IN .0 Z u ~ i° Q z y� � F In Z L 591 rz < 0 =1 0 m O ^ g = aW rn T-4 a (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSIONNO' 10 SHEET NO. 5.0 c d 27'-0" p TYP @ 1 S3 STORY 6'-0" -oivnr 4 FOO Z-6" x Z-6" x 1'-0" W/ (3) #5's E.W. Oli J TYP @ 2 S6 STORY 3'-0" H.B.+ 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 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W CONTROL JOINT DETAIL SCALE:1 1/7'=1'-0" o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ { #5COSEE FOR o I { O I O I ; W.H. (2) #5 REBAR ( • ; ' I I O I VERTICALS w/ in I _ I � 01_0„ I .'.'.'.'.'.'.'.: I I ; : I FILLED CELL •:� ,r #5 X 25" X 25" CORNER ■ I ' ' BAR ONE FOR EA. '• ' • � - HORIZ. REBAR, TYP. U.N.O. 121'-2�' :.: •• J:.': •• •, .'� "*Alternate: 2 STORY , • - - .. � , •, . ., •, •. •, •I , � The reinf. bars shall be o „ � K I •r.; • •r.; •r. -• •r.; • •r' Cont. around corner by cold 15'-6�" 4'-5" 00 S3 bending the bar w/ min. I a a . • 5'- ' G I : I I - bar lap of 25". ' - I o TYP. CORNER BAR DTL. — CJ ° — CJ ° S3 I ' N CJ CO rn T .. I N N - I - - - SCALE: 1 1/2"=1'-01' TYP @1 STORY I { I O r I — �OPT. co A } I W e-3 1/2" SLOPE, I to S3 INDICATES FILLED CELL w/ 3000 PSI U.)I } so ; I CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP I i ° I @ ALL PLACES SHOWN HOOKED FTG. } I I 1 DOWELS 5" EMBED W/ 25" EXT. I } OPT. D I ; ABOVE SLAB GRADE 40 STEEL" ::::::: ; I I G I 2 STORY CC (2) #5 REBAR •' G S3 VERTICALS w/ in o S3 _ I I FILLED CELL — i T I —CJ —CJ L--- " J --- -- --------� J •.t.............. ■ o q ■...-.......-..... I -I......-...... - - -�— -.- _ PROVIDE Y2" x 9" 2'-6" x 2'-6" x V-0" W/ (x#' 4b x 1 E.W.RECESS FOR FRT. DOOR I W/ (3) #5's E.W. S3 27'-24„ I W/ (3}� . 19'-2' I 2'-0" 2'- (TYP. OF 2) CV iv o I I SLR L i�l 00 ca "' I 31/22,_�„ 9'-9$"�S3 PROVIDE 1 Y2" RECESS 0'-0" I KITCHE TOP OF CONC./ PAVER TO BE 4" . ■ -31/2 — — — I FOR SGD. REFER TO --- ------ MASON'S SLOPE FOR ISLAND LOW BELOW FIN. FLR. _ _ ■ I WIDTH WALLS I=__�__ _____� 1 —' I.. N I �� . STEPS AS I I CHASE TO _ _ _ ✓ ; ` STUB UP TO L — T ■ REQUIRED PER I I I ISLAND _ _ _ ; I I l a = , 2ND FLOOR FIELD I I I U). ' AHU = • FOR A/C — � ` CONDITIONS : I I I 113 — T r i "v 4'-0" — — — — CJ — — — — CJ I IEl I Z — CJ CJ —I I-+ io I III I� . ■' i�i 11 D.W.II 6. r . HVAC CHASE — I�I I 0'-O" I • BASED ON 3-1/2 MIN 3000 PSI CONC. SLAB FOR L= co LOCATION I HERNANDO COUNTY ONLY T i`•i I 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 �� • • .. I � CV MIL VISQUEEN VAPOR BARRIER ` o I T HVAC CHASE BASED ON v0 0 I LOCATION --- --I---- -- — I-------- ■...................� .......... .. .......... . ...... ........ ....... .......:... .:... :.................■ H.B. 4'-11" _ Z-22' 2'-52" 4, q TYP @ 1 S3 STORY 4'-8" 3'-1 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. 4'-8" n J TYP @ 2 S6 STORY FOUNDATION PLAN, LO T Z co — o Z Z Q d U Z cn i- J w � p U — w OE~ C = o0 �� U 0)V) W E 1—$ C c0 Cl) W 0 CM O`oo W L LLB O Y Q m O �_ CL Q G A, N C B D C Wxl,,;�" g .N W _ ox • 7 IL N Y` • V � LL Q� ¢•ate. .. 116-ESSN 1t11111111`� LLW ¢ o N M F 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 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 Z cV 0 •N i4 M Z, M Q V) Ln IZ tn•�� Q U- CI"z M Q Z3: E Z WJ 00 d' B� OZ z J 5480, �Ez z Q- f - Z 02 00 O 14 "r6© M W Q 12 Zo gz Z z Ln O E 0 � � W U _ p fu _ O o <xr- o Wok �a za Z WLnW LJJ ? Z` a Z Z 9 ko Z U s o ^ = a z a L SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO, 10 SHEET NO. 6.0 /_0 J TYP @ 2 STORY S6 J a N FTF7 LL 5 D2 FTF1 N ILL Ll — — — — — — — — — — — 14 -----� j 15 ---- __ { 16 —FT8G LO U- LL LLL L ... 0 .... ..... FTF1 ..... LL ; J TYP @ 2 STORY A SIS L i 9 ti CO3 FT1GE UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 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 110 -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 116f) 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518"ANCH./1810dxl-1/2 HTT4 2715 518"ANCH.1201061.1/2 J HTT5 4350 3740 518"ANCH.1 26 1061-112" HTT5 3225 518"ANCH.1(28)10dx1.112 K 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 718" DIA. BOLTS M HD7B * 6645 565 7/8' ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I t m96 1165/1070 "* 1005/915 " 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS98 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 "* 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" 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) 114" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "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 645 555 12-1 Od 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 LISP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (- -) (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 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 (•'). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS Cq R� 1 OR CONT (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) I PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END AkSEE PLAN TRUSS BRG. o ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = T-0" MAIN FRAMING PLAN SCALE: Y4"=1'-0" I (D Z M 0 Q0 13 z Z Q J a. cD W � 4J w ro 0 O w ~ o o l/) U 0 L E U —$ W NM C N Cl) N `4 O8 o 2t U u, I rL o OY� �0v �2 Q rn �iQ o A ' B Ds NCBDC �'• V rrr / -�: r"• : _ -` � (� ati l k.`aiVOt (0 SJ N to N Qi v Ci ow US i CIL ET + SS W�IIIIN11`�� OU U O0 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 C4 0�a)N > M O M Q - In a w -L z in 0 Q U- H a .M 0� U Q 00 3i z W J� as F Q gWz J Z �W M z "o® LL, L W 8 �u Z 1 Ln LL N 3 o Z U = fu 1 � 7 aW9Z 0' J ^ Li. LL O O ���< a Z< Z J --I W ..aLLo W o Zu M Q Z W l- ��Z Z Z m O g = 0 w SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2mO SHEET NO. 7.0 2 2 Q X G X M �¢ �¢ �¢� Q c-3 IYP. c� c� A ilk CJ1A CAA CJ3A CJ3A CJ5A CJ5A NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS G TYP. 1. (2) 12d TOENAILS EACH SIDE OF FLOOR ' TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. EJ2 4 S5 Mir CJ5A CJ3A CJ 1 A EJ2 Q M 2 U U U 2 X 02] ROOF FRAMING PLAN SCALE: � it■1111� Ee� UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 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 1 1 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"8 8-10d H HTT4 3610 3105 518"ANCH.11810dx1-112 HTT4 2715 518"ANCH.12010dx1-112 J H C9 Z M — o Z Q J I� Z cn Q Ow ~ Iti (n = o o 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY -Milli. a E M ME 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T FORM do GROUT SOLID o ' J r �U O ()5 BAR CONE. 8F12-1 B/1 T "W LINTEL DETAIL SCALE = N.T.S. = = c EE ■ ! ■ ■ ■ ■ ■ ■ NMI 1�1 • • • • E E E c E E G � � • • ■ ■ C • • • • • • • • • • TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY U 16- B/1 T tNOMINA1. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c preca mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 30DO psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5RE MIN. R (11)) RECIQ'D 1LEAR ALTERNATE POWERS STEEL LINTEL ° e 0 e e #5 REBAR AT TOP = C7 a ° .M.U. = e ` e MIN. (1) REQ'D Q 1-1/2" CLEAR e e ° Z GROUT D e r, �o p o e N � � I 4 5 C.M.U. S REBAR AT BOTTOM OF = — r a.a. r�i ? w — d o—BOTTOM LINTEL CAVITY w O r~n � ` O¢ U O Z REINFORCING Ir ¢ C7 _ cc , . — 7-5/8"ACTUAL PROVIDED IN Z� t w in ¢ 6 3: m D i D REBAR AT BOTTON 8" NOMINAL WIDTH LINTEL i ¢ 1O �, Q AS INDICATED (VARIES) t u��i o o 4 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-6" LL L MIN. O 7'-4" LL .L LINTEL PLAN SCALE: V=1'4' 0 Z o Z Z .J 10 a IC� Z 0 n� C3 LU � p V 0 w ~ � = o (%i t— 0 .20 Co I,- NM w £ W ® H co t0 C ) M l` V CNI O o0 �o LL 00 a0 C Q � �o0 Q 0 u tt A 1 N...B.D. j Z` ($ a M N A ��• J ��77 10F ✓WL ZV �r E S� H E EHtIN 2 9 1- 1 LL Cog a a W A 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 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 ty 0 � n M O M Q M L+n a cn •,_ � th ON Q LL CCU M ' _1 ZQ � � M Z J � W z w Za UZ8c0� ZwZQ z z �\ t Y � J C R S / - M w O OLLI L z z N Zz R ti3 L , ;Z J Lu J Xt��Ca U"a'O�U J o QWa Z .. a$S LU Ln W CWC L `L` Z U Lu 9 M W Z -{ OuJ ^ 444Z4 0- aZ T-4 E SCALE AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO" 10 SHEET NO. 8.0 E NOTE: R TE/ SENTRA T MEMBERS WIA.F.F. BOA CON SYSTEM APPLIED 0 ALL FRAME ME THIN 24 A.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 DE EMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL C CO S ( ) o0 TREATED SURE SEVERAL NEW USE, CONSUMER PRE WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW u u s PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4 ITEMS 7 APROTECTIVE BAR I INSTALLED N THESE ACCESSIBLE IDES OF AND 10, WHEN A S0 S () THE GLAZING 36 INCHES t 2 INCHES (914 t 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)t INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 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 TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 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. A F AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED A BY A ALL R00 A U S S OE AND SEALED FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND REQUIREMENTS, BEARING POINTS BRACING , RE UIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. 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 TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 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. GARAGE LOADS : 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. ROOF TRUSS 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. 3.2. 2 T DESIGNED ALL RAILING AND GUARD RAIL SYSTEM'S ARE 0 BE ES GNED 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 & 2.3.3. 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 ON A 140 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 DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE 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 / A185M-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 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-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 (Fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: 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 (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 6-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF ( INTERIOR) U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI _ GARAGE DOORS (V - 140 MPH) MINIMUM. TYPE: 513 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE AP TSTRUCTURAL HEATHI P R 7/1 ' STRUCTURAL A RATED SHEATHING 15/32 EX 1 0 6' UC URAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 FASTENING SHOULD BE TYPE W,� 1Y DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH OLTS: ASTM A325 MACHINE BOLTS:GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy25-87. ITH G90 NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A52-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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: Fy= 285PSI 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. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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. FRC R31$1- "A permanent sign which identifies the termite treatment provider and need or re -inspection andtreatment 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/sprink)�r systems includin all risers and spray heads shall not be installed wiithin V-0" of the building side wall. 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. FRC 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 must 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 rainf II occurs before vapor retarder placement, retreatment Is requlry 9. FRC R318.1.5 -�C�n�rete over�our �nd mortar along the foundation perimeter must be remov ore exte or Sol treatment. 10. FRC R318.1.6 - 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 barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC 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 by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC 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. zo zCo Q n.. Z cn kn (Pro i--) w Q U - 0 � E V) F- ~ o 0 m l• �+ U mM w -$ CD c m M N M 08 0 _ U =U_co a rn CO CL o ,r) 0: A' N C B D C B D.VP• •co •. 10 0 L v n 4021 - s rn 0 LL.�y 2ur ,,.FL ..'a � Zrrn " i•��Z�"cp 'r►urin�� R Q N J D W � o N ❑ ❑ 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. 1f O Z 0i� C)4-0 M Q (!) 'f0 LA °- ',� LA Q LL 0� V o.00 Q E Z WJ C:) 0 W� z-c f� o: d.80 gUHz� W 0-0J �) 0W2W0,8 [IM MW ' VJ Um�® $ AFL/` ` [ j ) N L U (- 0 f z ' z 3 L ^ l Q cn p = Lu ~ 'V ° _fu CLJ Nr F- o � W Q Z 0Wo $� W J �-- �% r1LLJ LLJ d ri a 8 Qzu ro 1,0 Q z Z 12 z Rz m O r Ln Z U LJ = 0 9 rn ,-a a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15132" CDX ca PLYWOOD OR 7/16" OSB 14 RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 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 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + /++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 yam{ panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r / 1/8" gap i FILL CELL STD, 900 HOOK BOND BEAM w CONT. #5 STD.90° BAR >I HOOK BAR #5 CONT. FROM 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 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" min. 2" max )Small gap • � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2"�min. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthkuts. N.T.S. — - -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls require additional wall or beam below' consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-0 at bearing. TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR or o GAS METER O O O � � OA, SIX (V — • 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.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'�" (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 LVL or Glulam Beam Boise Joist Blocking Ilse 3" f10d1 nails at 6" o.c. �'/ Provide adequate bearing for each lapped joist. nails SECTION as INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT 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 Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® 13CI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 616d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — • � � , i�i�L"ice 6n A 1 2" ROUND HOLE MAY 6n 6„ 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1' 3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5-4" Span Span (ft) 16 V-0" 1'-1" 1'-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" V-3- 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'•d" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS 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 %" 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. JC USP MUGT15 TYP. GIRDER TRUSS r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I Nail with 10-10d nails. - — — Install tight to top flange. SLEEVE THRU STEM • ' '. •. SEE PLAN FOR-,--'•• • . • '.; . • • FOUNDATION INFO < a • d • STEM FOUNDATION r— GRAnF \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth T I-JOISTS BUCKETS N.T.S. REINF. SEE PLAN Alt, t,mmot,4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION MM U 11'�. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d �. ad 'd d w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d AV. d / da L e d A d < d a SEE FND. PLN. SIZE & REINF. LO CD Z o ID allillaft z Z Q 1 Now Z C: Ln/), C9 cn 4--1 w Q w OE~ C o U 0 om W — $ as C W M f`'C CM O 20 X: U w�� OYr r1 C_ Ly Y 4� ,� o Sao A' B D• NC"D ` J v ►\ N d zi Rco $$ ESSX � V' H � �-��Illlllllt Z CP 0,�NB J� W Na MI do o U ❑❑ 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. 1f O Z f-i 0 � N t>V) M CD M Q U) '0 Ln a tn•�� a a U Ln I—d ^ U o_ z 00 Q E — Z J W � d' z W� zLu rrda�a 6uJ1U z0� z Xw J 1E �yy,IFLLF 00 Cn U m Z � M w W IUJ n 2 z }o N 0 z cn 3 a X O o w = (� U. i-0 a V PR'6 J U696 r'J j o Z�� Lug J Ln W LJJ � a LL Z U Q Z kD z z m 0 ^ = a ,- 4 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 2 ■ O SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE N (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 . ° . p (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT I °° , p FOR ROOF PITCH 4:12 OR LESS. T — PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g- — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 I I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.p. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT, CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo 1x2 PT WD FURRING @ 24" O.C.—/.FINISH 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR` DECO FINISH 4" to 6" FIBERMESH" 71 BELOW GRADE _ r e 00 2 M � ° I °Q 6 MIL VAPOR I.; r BARRIER C �r 1 2 D COMP. SOIL. e (COMPACTED TO 95% tv — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB---\ BLOCK WALL BEYOND 14 O.H.D. RECESS � Z 4" co SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL 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. - 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %' GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW USP SPT24 TOP PLATE CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4 A.F.F. @ 24 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3112" z —' A.F.F. p 1/2"(min.)- 4" e r 1/2"(min.)- 4" N 00 -r•r • p •• 31/2"(min.)-4" 9 (2) #5 CONT. 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 �01 5 (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS NOTE: 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a „ END OF 2 x PLATE 2x P.T. PLATE .; w ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR ° r e GRADE - - ° � . ° r . v z — #3 & #4 LAP SPLICE GRADE 40 MIN. Fy- 40ksi a [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN =t1�1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 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#) E 6x6W1.4xW1.4 = WWF OR FIBERMESH e ' °. Q T T D ° P ° o I=III=III=III=III=III=1 z • ° — - OR I AP RPI IrF (2) #5 CONT. NOTE: g III=III—III—III—III—III= N ° *FOR BEARING WALL I=III=III=III=III=III= = COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY _ _ _ _ _ — — —__—�' 95% MODIFIED PROCTOR ASTM _ — I I I=I I I=I I I=I=1 11=III=III=III=III=III=1 I I=III=III=III=i I I=I I D1557) -III,,-III—III=III=III=III—III=III=III—III—III— III —III=III—'' 4" 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. �6x6W1.4xW1.4 OR FIBERMESH GRADE �11�11-llcll'-11�11�11 • MIN. TYPICAL THICKENED SLAB EDGE rT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS € r M M • :. . 4" o0 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 �I 00 �° n WWF OR FIBERMESH N—III I I— 111=I _ ° BARRIER — ' I I= 1= I- _III,,,III III, ,III,; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 E S3 0" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL oi ON 3" CHAIRS A (TYP.) 1 8" 1 1'4" ` 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG"*� SCALE: 3/4"=1'-0" 13 VARIES 1 1/2" RECESS FOR —�--j 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH N c T •C I M BEAM SIZE & T 2x4 P.T. CONNECTION INFO PLATE ins• I 1 O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE � w �W Uj CO 0'-0" FIN. FLR.� 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. 11;1hvAN:I:1:JI"1► SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS @ S.G.D. 1 M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL—\ [LMAT REINFORCING. M 00 GMQ — — — °— c� � ;III=III Z w o—III=1 =1 I—III=1 I I —I I w SLi o�� IIIIIIIIII ° as I —11=III=111_; M_z I— . z `� I=I =III=III=III=III I I III=III FOOTINGLU -III III —III —III —III —III III —III —III- I' IIIi I IIIII IIII� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,!3_ LO Z M 0 — o CO Z Z Q J Z Cz Ln Q) 0 cn i--J w U — w OE~ � o0 ~' C) m r• 0) w — 8 W W M C I0 Cl) m v co O o0 _ U Z LL co 7 � L C co C d Q rn �[) i<o A , NCBDC �+ Ilfl 'Z, 1 � � r O OD • QUA Z N W r FL Z ZN0--4pFE$ LL � Ce 1%QM rNtII111 a 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 Z N 0 (v N M �O M Q 0 Ln 0_ cn •L �t LL Q 00 z J � W J Z w za J 48,0 Q Z Hi I— Lll ZZ W O1 M 0i2�s 00 _j U n, 00 ¢ z 8 r G DC 1 06 in 3 U l z o � LU o� 0 12.1,1 N � Q Z� Z J Ln .--I Li l w Ss g" 8 M Z� l� L n Z O co^ W _ �z TA a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO) \TYp) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION�A 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —� 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. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO 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 W/ (3)10d NAILS PLATE W/ (2)16d TO 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 W/8"EMBEDMENT 8"X8"X16" 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 K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) -� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 . -, - � . . • _ . •- • • -'I'll' IBM, ■■_ltll ll��■ Mill lll�l� ■■MA ICI Ill NOTES: 10 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. Q 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 1l2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 s •- w r- O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a e . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. m 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" INTERIOR WALL EXTERIOR -/ WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° WALL ° d ° DOOR STOP ° W c� ° d MOLDING Z d' a a 2x TOP PLATE '- GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. It PROVIDE P.A.F. NAILS OR 4 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS d FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL tl ,1 TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 T�� SFF 4p0`L 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y2"@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" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) 1 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN `S4 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 Op �O,Q NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. SLI P.T. ATE SEE TYPICAL WALL SECTION 12 ZTyTY9SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN 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--- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4 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 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED Mr4! . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBSUSP �7 USP SPT4 SPT24 FFC SP SPT4 2X TOP PLA1 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL ° A C USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / d° d USP- SPT22 SP SPT4 al 16 NAILED INTO TRANSOM FRAMING SPT4 I I USP SPT4 OVERLAPPIN 10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ° 1 I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) C —USP SPT4 ROOF TRUSS ABOVE r 2X BLOCKING ----(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. LPLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE UU t5/8"X`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. CD Z m — o to Z Z Q co z n� U cn w �( U — w O C ~ o o Coll cn U W — pp � cNn m C W m C m 0 O NO U U LL 00 0Yti m Q U)81 0 CL a o B D. � r Q- �S �' .N F - Z Q W P� R 10 u • FLOW N l � ­cw W a N 44l1II111%,00 ❑❑ 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. 9 C)Z N 0 0) i>-ILn M �O M Q(-gypLn v- H N LL. CL �'>1a� Q � z � WJ to V, ■I �Z W �a f� �E88 U Zo w W£AS 00 B ® 00 N z O_ i cZ H G W 1 L N_ iE 0 U = I- _j <g se �i XUU u 0 N C) Zwo� z V, J ,^-��t2 Ln a 0= ­4W LJ.I Q z Z o �2 M �a m o � Z W � 7­4 a - SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S4 SP HGAM10 W/ 4"x1-3/4" WEDG OLTS & (4) SDS 1 1/2" SCREWS I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROLB SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C.7 SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 2"x4" .. OUTLOOKER 45' t 24" MAX. TOP CORD BLOCKING 45't 2X4 CONTT" BRACE USP RT16 OR FOR FIRST FOUR FASTENED EQUAL @ EA. ROWS OF TRUSSES @ . MID 3"@ 24" 0/C. CMID OUTLOOKER EDGES OF HEIGHT • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND @LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH @ ' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GA GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORDJ7 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED EA WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD 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 USP HTA20 TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER @ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) Wn-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 WEB; USE SECTION 2 MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. Sj REFER TO DETAIL J SEE STRUCTURAL— ON SHEET S5 FOR X-BRACING, AND TOP M x LING TES DFOR CHORD BLOCKING N ;o SCHEDULE INFORMATION °° `0 SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES �, ;, APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d `7 �` 2x4 PANEL BLOCKING AT EA. TRUSS JOINT I� (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 FI 48" (4)O/C FOR THE FIRST 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. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 l/2" LAG SCREWS OR EQUAL W/ (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 CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES TOENAIL 6" 0/C 6"O/C OCATIONS) 0/C 2"x4" W/ (2)16d TYPICAL RUNNERS (2)16d PER NAILS IT JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS r "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 5 AND LOCATION) S5 S5 all l 7a rll a. ° � Jl� \ ° � ll ° � lk � .� �. � � •° •.•a I � • ', II a.. `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES 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 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48.31 2x4 BLOCKING W (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 O/C WOOD TRUSSES TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xl-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 7' ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS E. !. SECTION(0"9 SCALE: N.T.S. SCJ '--MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF L SHEATHING TYP. BRACE TO EXTEND 'AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/`__6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) tARCHITECTURAL .BRACING W/(3)10d x 3' @ EACH CONN. @ 24" O/C MOISTURE BARRIER OND BEAM MASONRY WALL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. LLI a Y CORNER JACK Q w z O U HIP FRAMING REFERENCE PLAN 0 z w a_ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. qqi Lq INS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 �_ C0 Z Cl) — o z�Z Q J a. Z cn 4--i w (a p 'U — OC LU = 20 0 �� ~ U mr N cN) w ' —8 a M M �*0C3 oCCN _ U " �wcc Go n a .: L a; u7Ov Q o N C B D C C % �"'� U. P.o FL a aw a rn...... Cr z W 0, _ Q Mlii1114111Q Ci V 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. 1f O Z C4 0� t-01> V) M CDM QV-pgyLn d in •9 "r Ln � U_ a 0-% I� U a 00 a E" z � �° J � W d- �Z w� za �a urao°to �480, Q 9 o�Z z -.o. E v� O - � v' 8 u 00 $ a� 00 ° 8 Z z 1 Q 2 'a Ln w o U = � _� 0 Z_ uUj uj 8 . 0 '° J - . YN a- Q �leP wo8Z5 Oi � C, 8 uj a <uj Z 2 z 2 J r-I L Q LLJ CC Q z�$ a 8� 8 2 U W F F V/ M z t 90 Calz LU = W ,-+ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 250 SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT SHINGLE ROOF REQUIREMENTS SEE R905 INSULATION— 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT co FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W! (4)16d TOENAILS TO TOP PLATE O U) 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD t-u 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j U_ UJ LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR 61, T MOISTURE .:4 . BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN ✓� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c a .... �. r CV ...� . '4 6x6 W 1.4xW 1.4 I c WWF OR FIBERMESH STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a- EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE 00 o0_ — — 4 FF � r - STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-1 Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL--,_ �( BAND JOIST 'USP MP41F @ 24" o.c. w/ 12-8d NAILS 1 St FLOOR WALL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. -END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 0 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE MP41F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d 7 @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN ° INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON // 8d @ 4" O.C., 2 ROWS STAGGERED {4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS /EEP SCREED (STALLED PER. MANUF. SP HTA20 @ EA. TRUSS 10 -1Od x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN 0 BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS W DETAIL FLOOR TRUSSro SCALE. 1 1/2 -1-0S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6" USP SPT22 @ EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE '...:�• �_;ar:. a SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6x6W1.4xW1.4 WWF OR FIBERMESH aP — — 8" 1'-8" ", I 8� CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/37 OSB EXPOSURE SHEATHING PROVIDE BLOCKING) REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F F SHEATHING Lu W SOLID 2x 1n C BLOCKING @ ALL C SHEATHING y EDGES (SEE OPENING SECTION X- W IL U C x jr- W x E 2x STUDS w BEYOND. y SEE PLAN a U) I 1 1 '-2x4 P.T. BASE 2x RIBBON ORIf' VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI 1 1-1 r\/ATV^\I r'%[A^r%AAA 4 FT. Q 4 FT. O O 2 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. O2 O 100, (D © O 4 FT. 4 FT. Q O 0 2 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o W ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO SHANK NAILS) NOTE: m ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o j w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 W 1LF0� } ¢ Or 8 m SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH Q cn In O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z r m LL Cr STUD AND OR BLOCKING AT ALL EDGES. Nw0O c Ul U. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" "S" = NAIL 3/8" SPACING S 1/2" \ Izi - S 1/2" QA NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN VB'. O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. vFanraiwnNINr. S6 &NAILING SCHED. SECTION X-X T�7 SFF10, 0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR -4 REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 10d NAILS @ INTERIOR HEADER 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE �oxTFR\ SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS ! (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN.\ 1 v SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH M -1 I I —III —I I I_I I ° -1 I I —III —III I I � • , ..: -111� I � I-11111 9 ... . II11111 11 I-11 I=1 1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' 1 (2 1 (2 (1) USP LSTA30 4'-9' (2) (3 (2) (2) (1) USP LSTA30 9'-16' (3) 3 (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 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. USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -III=1 oz @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 (D LO r- z M z � Z Q J 11 — z Cz W Q •U — W O ~ v) O o 0 ,V U d.M W CrOM Ooo as-8 = U rLico doi Y Q,0iQ W CL 0 Lo O v o A B 1 D. N C B D-C I urrr �i��" Rig t-1 �3 O aN0 U__ WV N V y pC 04100Ft$ LLy �/1illII1I ` W N 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 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. i O O Z cV n 0 .0) � M O M tj M 11 Q cu — In la LL � M I� U a 00 z Q 1� .00 z E ra Z WJ a d' oZ z 1 as �?8U Z w W XQQ U Z Z ,Ud.O�W to oUa�OEI- CIA ©8 `� Z .M vM RZ oU fV J Z> Z z I3 Q N LO LJ ,� M U = Z 2:fo ou a bMCr oa:WI Q Q ¢3 Z N $off J Ln W Fr W Q ZLn Lu ~Z �r/-II M co 0 4Z LU �j z� a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH`_ INTO STRINGER H D i-2x8 BLOCKING FOR STRAP L1x4 blocking 20" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW12) - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS JOIST 7���tfffc SYP 2x8 SYP 2x8 SYP STRINGER MUST Mf CONTACT WITH LAN 2x4 CUT C....�. DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND}" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR ix4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 17z,' 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BL—t-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C Zx12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGE 1 ( SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X FOR STRAP PT NOTCHED INTO STRINGER 2" TAPCONS @ MAX. 32" O.C. (USP MTW12) BEHIND D NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS 1x4 GLUED AND STRINGER CONTACT POINTS OF STAIR TO CONC. W/j" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE -■- 1 FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP E 2x4 PT NOTCHED III AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON' DOES NOT BEAR IN WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" SECTION VIEW "B" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" =R I GLUED AND NAILED TO STRINGER CRAFT P SYP DRYWALL STOP ST NOT TOUCH SINGERS 4 BLOCKING FOR 2x12 4 PT UNDER 2x12 TOP OF STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN.TO OF NEWEL PER CONT LFLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) u 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ' , _ II ' ••. ,, I) ••. .III-II-II"1 III�w :I • _- • raw oih � __ I � ■il�����//.ur'L������Iii11 ll II 101 lt�_=w P—.A PA :• • . . Ll Ll 1111 • WMEN VZON . � •nr�_j INNER 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" =1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS `}-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING E SECTION VIEW SCALE: J" = 1'-0" 0 1 f-XI M UUIVO I MUU I IUIN UC I HI LO (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED U Z 0 -0 Z Q on Z Cz Ln Q) U a) w i6 p U — w O ~ C In = o .20 U N M LU E - 8 C W cMo O `°o Qj Uai r U_ co COo-o � Y Q° 7 n ° � as A' NC B-D:C o� 'S f� o.. _ z •o i� 3 lvim LL •� C� 40 F .. U0 W N Q�tdttfllii 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. O O z fV O N N hj 4 �>-+HMO M Q 0 In a. uNi�Ln Q � LL V Qcn CO a Z�� J � W d" mi 0Z 11 za f� g0ce W Z pjp �OW �EL,o, �� L N M W N Cn R Z ro �Z ¢ H w 0 �_ Z U,U M _ : _Z o� . SYP 0 J a� � a E LLU = M ¢ z� m Ln z z rw" Z ° g = W .� a V SCALE : AS NOTED DATE: 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. ST I I 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR HT. SD DETAILS MAX.8" PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"m FURRING 3/16" 0 X 3" LONG FURRING �� �� TAPCONS 3/16 0 X 3-1/2 LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16° 2X8 (TYP,) ` ' 11 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRYTHROUGH 3" DETAIL `SrD. 90° HOOK (TYP.) STD.90^ ` @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE „ 1 X4 P.T. NOTE: O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4�JEJILL /D/a` LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN TO SHT. SDW2-K1 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL )tt BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING — 2X8 P.T. WITH 3/16"0 X 3" +2„ NOTC @FIRST COURSE USP HGAM10 12" O.C. W/4-SDS LONG TAPCONS ' - 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16 O.C. 2X8 ` JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL t5 FIRST 2 COURSES NOTCH WEB AT E '' ` I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2' -0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID wiGRour ° R 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) T" x 2T" ' BLOCK HEADER ARCH BLKG. & BUCK TAPCONS ° 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4)" X 1"WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE (2) STRAPS 2450#]) .° BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION a 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER I RECORD FOR OR FURTHER INSTRUCTIONS. . ~ °•' •� • ° SCRIBE NOTCH ( ) FACE OF ARCH W/ (3)10d NAILS . �.� �, • OVERHAN"~ +y BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. e' WDW. SCREW ANCHOR\\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN °INSTALL RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x 0 NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TR TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNOT PLYWOOD SHEATHING N 11_ 011 51_ 011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 114" x 31/4" TAPCON (1 1/4"MIN. g_g ROOF SHEATHING ATTACHED + REQUIRED � � • . 4 EMBEDMENT INTO .) PER NAILING SCHEDULE ALL 0 SUPPORT ° � • >' ' -. „ /4 MAX 2'-0" 8" TRUSS + SOFFIT °. , . ►' „':' . r► D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + p• 10 ° ` ° : •• RED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . > ° W TOP 4 1 X 4 FURRING EACH TRUSS _ e .� •' ' KNOCKOUT / N ° —I :; CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK NAILS AT EA. E(ND10d 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR s� MONO FOOTING _ •D " > ° PROVIDE x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL = AND SECTION DETAILS BRACE EXCEEDS 24 BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL • ° ! 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT • 6 z TO BE INSTALLED � BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD o °•'. ° , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 90' HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , ., ; L - N• j . BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" .; INSTALL WDW, SCREW --,-------- CREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL g-g@ SECTION ENTRY L SECTION ROOF EXTENSION @ M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS ) HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR W/ (18) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS STUDS & (1) - 5/8" DIA. ALL 8' COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. a � EXISTING BOND BEAM zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61_01, 5" EMBEDMENT & 3" MIN. ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' EDGE DISTANCE M FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- "� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; > w a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — g' e a = g #5X6, EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o ° v z _ g EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ¢ in FILLED CELL SMOOTH. DO NO FURROW. n ° ` N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP \ El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 ° REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4„-1-0„ - SCALE: 3/4„= 1 - ,-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 UI11� Z o Z Q J Z �..J W "� 0 U — w 0 ~ 0 O Cl U M W H C W M N O M O O p pj U t LL OD 0Yfl- Ov CY Q` V7 o A , MD. N C 8• D C T-ow Q= ' N w en .� �► L 1. LL C uli .CL 4- �aL 0 ...... w s, o m g W� L Cl) ❑❑ 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 Z N O r� � M C M Q � M Ln Q LL C.L lr V C 00 Q � Z J � W d' �Z Wa za i— uz00 W zZg pp VOW 1' O J 4 �� O00 oZ L zz zz N ^ L �3 O �Lu Lu U = CJ� 9 i W w x O U � N' C,�< 0 Z ^ $s W LU a L Q Z W %0 LnZ Z 11z OLU 1-4 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. �� "DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE ROOF SEE SHEATHING PLAN � PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT ° 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING A 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) ° SECT. A -A PLATE TOP @ TRUSS FRAME OUT TO • BRG SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE TOP CHORD WHEN REQ'D (2) USP HTA20's EXTERIOR SHEATHING ATTACHED PER NAILING TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 MAX 24" SPAN (EITHER USSES HIP WALL ALT: (2) USP MSTAM36 AT 16" O.C. SIDE OR BOTH IF REQ'D) y, G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING - RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING 2x4 SPF SYP BEAM @ RAISED ENTRY w/ 2-16d @EACHACH TRUSS WEB CROSS BRACING DETAIL (TYP.)K*'—j HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL r6 SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) VERTICAL SCAB w/ MIN. (4) 12d WHEN CENTERED @ USP HD4101F BUCKET SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 X 6 #2 SPF 48" O.C. IT LANDS NEXT TO SPLIT TO TIE SEE ROOF PLAN FOR FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS W/ (4) 10d TOP & BEAMS TOGETHER MORE INFO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) -10d X 1 1/2" EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PLAN FOR COLUMN SIZE CONNECTION INFO ONLY WHEN INDICATED BM. INDICATED A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd &ADDITIONAL INFO. SCHEDULE/PLAN L 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" "k' INDICATEDONBM OPTION A OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR O.C. MAXIMUM. 2x4 SPF 2 SCHEDULE/PLAN SHEATHING ATTACHED 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOODPER NAILING SCHEDULE NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTACHMENTKAN�SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. . FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT V-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CA T. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN FOR LOCATION AND °. INTO END OF EACH FLOOR ° TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE A -A ALTERNATE BLOCKING CORNER EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING INFO) SEE FOUNDATION (4) NAILS EACH SIDE) DETAIL @INTERIOR BEARING , PLAN FOR MORE INFO 5"O (TYPICAL)A) WALL 3 SCALE: 1/2" = V-0" COMMON B M ATTACHMENT �18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = V-0" SCALE: 1 /2"=V-0" glk VARIES ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT226C�O.C. ATTACHED PER ADDITIONAL AT VALLEY TRUSS BASE & SPT24 @ TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER 4'" INFO. O.C. INFO 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABL 12d NAILS TO EACH BOTTOM CHORD PLATE INFO. TRUSS LOW ROOF/WALL VERTICAL STUD) SCHEDULE SHEATHING ATTACHED jgkVARIES SEE PLAN 2x4 BASE PLATE W/ 2x BASE PLATE W/ (2) 12d PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/ VARIES W/ ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD USP MTW12 TO BLOCKING MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16' O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP (3) 12d TOENAILS TO 4.. HTA16 @ 4'-0" O.C. TO GABLE PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP FLOORING ROOF SYSTEM TOP OF WALL :� OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN q TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR e ON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION �, SEE R SEE ROOF PLAN' RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. � FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. �� SECTION aC� FLOOR CONNECTONSTOG.T. EXTERIOR. WALL SECTION ENTRY g CONNECTION r2A SECTION AT HIP GABLE SECTION @ BUMP OUT 12 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS (D Z co — o Z CO Z Q J a Q) — 4—)crn w ._ 0 U — w O ~ �V) _ 0 to C') .v C) w 0MM c m r) 0C, W® = Uv, wU- 00 0M Li ov Q rn < o A' B D. N. C. B. D•C 101J r ti ,�•.... �i Q' r _ 10 .^ZW r'n ) P 01 Q*�v z� �•• Z W�Ess\( LL0�04 !I;l11�o 00 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. C) ON Z 0 ko M Q� MLn < C U- CL .-. tl� V a 00 Q � � cv Z J � W J jR W� Za 0W8,0 Z � z �a�J ��I �® 00 0 cn � R 00 0 F— z W o "a Lf� cn 0 = otS LU o a Q Lu 86 W �q0¢ a d Luo Z o 2 J In rl W 6Ci G Zg SSSS � z U Q fy) Z Z m rn ^ _ �LU ,-4 CL kn f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. D1 (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" MASONRY WALL TRUSS. SEE PLAN FOR CONNECTION. OF HEADER/STUDS W/ (22) 10d NAILS @ 24" O.C. EXT. SHEATHING 0BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP SEE FOR 2 FOF MASNORY & 8d BLOCKING INFO O SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN :° BLOCKING NAILS T/B FLANGE / ° 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS r 7 FLOOR + ADHESIVE TO STUDS w/ 1 Od @ (2) - 2x SPF TOP PLATE (2) 1Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS • •------------- 'AlSURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN 3 2x #2 SPF STUDS END () @ •• • • CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D °• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO ' 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d NAILS & Y4" 2 Y4" TAPCONS •• • EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE PLATE (5) x NAILED TO STUD CENTERED ON FLOOR SYSTEM TO ''' '°' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAPS ( ) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR MAY USE (2) SIMPSON MSTAM36 STRAPS WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8��c c FLOOR TRUSS/ I -JOIST SEE PLAN w/ (7) 10d NAILS & (4) Y4" x 2Ya" TITENS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST O.C. (MAX) AND @EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE FOR END OF WALL UNDER 1Od NAILS & (4) Y4"x2Ya" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR HEADER CONN. @ 2nd FLOOR 3 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR A USP SPT24 @ EA. STUD W/6-1 Od O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2�� TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 24" O.C. @ USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN c. c•o•• 2 x 4 SPF C USP RS150 W/MIN. 12" ENDUSP O SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) P PLATES LENGTH ON STUDS W! (11) 10d 72- (1) USP LSTA30 STRAPJWN @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 1Od OVER TOP PLATE THE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS O USP SPT22 W/ 6 1 C AT 16" O.C. U.N.O. p ()- Od TO STUD & W/ (22) 10d NAILS(2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER a NAILING AREA (TYP.) G (2) 2x HEADER (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDINTERIOR HEADER SEE PLAN FOR COL. SIZEV_ CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTEREDEACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q (1) 2x SILL PLATE W/ (2) 12dTOENAILS.w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOPSEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFOEXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" MORE INFORMATION BASE PLATE O USP SPT4 EACH STUD F 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C B H B C PRE-ENGINEERED @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B OINTERIOR HEADER PACK W/ 1Od NAILS @ 8"O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE USP 45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN 6d NA NAILS &R BOLT W// AN ANCHOR BOX HEADER E SEE PLAN F TYPS) ^ h F PLATE W/ MP3 CLIPS EACH SIDE F 2 x 4 P.T. H STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP CENTERED W/ (8) 1Od NAILS TIE BEAM MIN. 6EMBEDMENT " (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE D cp1 I ! J :o BASE PLATE ARE NOT REQ'D TO HAVE & 5 1/4 TAPCONS. () CONTRACTOR MAY USE PROVIDE BLOCKING �� AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR CONNECTIONS. ATTACH STUDS w/ (3) FTG. REQ. 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS o o SPT22 & SPT24 (OR SPT4) 1Od NAILS & (4)Y4'"x2Y4" ' ° CONNECTORS @TOP PROVIDE EXTERIOR SHEATHING 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER LOWER ROOF. HEADER CONN. @ 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5 6 2 STORY COL. @ GIRDER CRIPLLES ARE LESS HAN SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" 7 8" LONG LONGNG NO STRAPS ARE SCALE: 1/2" = 1'-01, REQ'D) 3. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL IS USED FOLLOWED IF DOWN SET OR BOX HEADER S (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE QI FOR REQ'D JAMB INFO THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN USP MP3 EACH END TYP. " HEADER/STUDS W/ (22) 10d DOUBLE 2x4 FOR OPENINGS LESS THAN 4'4" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS N TF�82X�r 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB 1 2x SILL PLATE W/ 2 12 () () d TOENAILS. Op TOP SPLICE 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x i1,JjN EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF ' END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS jIF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ONEACH • SCALE: N.T.S. INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR END. FLOOR DECK TOP OF 2x8 TO ' REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING NAILED TO STUD PACK � W/(22) 10d NAILS CENTERED W/ (8) () 10d NAILS 2X CONT. RIBBON W/ (2) 10d NAILS W/ 1Od NAILS @ 8110.c. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND DOUBLE CONTRACTOR MAY USE AGAINST 2x8 01 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1Od NAILS & 4 Y4'"x2Y4" () BELOW JAMBS 2x8 STUDS 2x4 W! 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 11 SCALE: 1/2" = 1'-O" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-O" Z co — o Z z Q J d z w U — O w N � E o o l/) U 0 W — 8 W 8 Cl) C m M W .2 M O O � = Q "m o�^ Cf Y Q � � 0 'T u, �i<0 A i N.0e." rrrr .���a • Ln ' '� o ° Ln m > u k- • i°y 1¢ 0• LL �,\0FESZ � aN N II11111` WRC) U U 1=2 ❑❑ To the best of the Engineer's knowledge, information, and belief, [he structural plans and specifications contained within these drawings comply with the Fbrida 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 N 0 1� CD t>-i M Q v '(0 LO a cn •� d- HU CL rY v a 00 Q 00 z z � Z � J � W d' J Za 1� � z 'W 0*1 ot��8 00 U) Zz L M v�i N z p_ o xC LLU N3 O = otS 0 Uj iCL W Lu Ed u4 Q Z 8 Q <owQ Z o W$i J ,�-4 LU W o z o U Z Q LLI . ^ W m � Q = �z WU a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER �v TAPE -t FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING insaeMete�vn"oowi z WEATHER RESISITIVE s BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOIc UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 8 2 SELF -ADHERED FLASHING n 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" 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"-1" BEAD OF CONSTR. EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 1HERED FLASHING 0 8 2 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -7 MIN d a �o 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING F_ ®R* SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Ground I•�- SELF -ADHERED FLASHINGUN - FOUNDATION WEEP SCREED DECK JOIST ■ , OUTSIDE CORNER RTmw Ls � no 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.15 asphalt felt, free from holes and breaks, complying with ASTM 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 R703.1 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 of 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 of the 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 0.019-inch (No. 26 Galy. 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 R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 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 (6" 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 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 Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED mal NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all UI , (D Z co - zo (0 Z IDQ IL I J d v) z 0 CD v� a-J w U - O w ~ _ L/) 0 o i� U °o M E -° 8 W® a) c M m 0u-0 _ (Liwu'i� 500 a)a _hc o o V Qrn a`5Qo A1 B D. "°B°° � t0 N _2 tl� t0 N o-g9 0 42 0 2 Zor- o " Z � m 2� �`-- " J LL 19 v) N � aW � r o 0 Lu . a- a z Z �U)� �y�rg C4 N � Wo Ica m WM E rn LL a°'2N g J o N ¢ Cl) O0 U ❑❑ 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. 1f O 0 Z cV O a•; � �O U) co M Q a cn•�� Ha) L_ u_ CL .•. � V ry Cell 00 Z Q E Z � m WJ C) d• w zd f� uZ80 Z Z Z V W X J Qi M _J 0 X 6i "F;��© L W Z0 N UJ 0 Z X 'a Ln ILL. O 'a o � L.� U = fu 0- L. oLL W goz fV. ¢ oao wZa Q aoW� $ Z o W Lli J rl LJ.I LLJ Z o $~ i° Q z 0 Z �0Z co� O _' Z UJ rn 1-4 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. WP N Cn -Cu � fl- � O 2 Q, O C CU Florida Department of Business & Professional Regulation Page of Florida Department of Business & Professional Regulation Page 1 of 1 '� V Building Codes and Standards 1/942017 Building Codes and Standards 1/92017 = CU •co Florida Department of Business & Professional Regulation Page 1 of 2 c W 0 Product Approval Application Detail Product Approval Application Detail Building Codes and Standards g 1/92017 O O � _ i N FL#15225-R3 FL#150W-R2 Product Approval Application Detail 0 C5- O � 0 � d �- Entity r �lL2 I Date Date Pending Date 2292 Iypg, Verelo Manufacturer Entity or Contact Engineer &License Validated By 20 20 Date Pending Validated Submitted FBCApproval i� App.47Y49 Status FL#15332 R3 Products CU O (� CU Terre Varelo Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approve) Approved Status Revision 2014 Therma-Tru Corporation Rick Wright F. Schmidt P.E. Ryan 06/28/2015 O Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28J2015 08/13/2015 07/05/2015 Approved Lyndon J. King, P.E. 05/2912015 07/0512015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design •SQ O Category Exterior Doors (419) 298 1740 Management Institute (813) 787 8555 Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767-6555 set Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure L SubCaisgory: Swinging Exterior Door Assemblies rickwOrwbkigeonsultants. SubCategory: Swinging Exterior Door Assemblies rickv4�rwbldgconnsuitants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OK 12131/2017 No Yes No WA O Q Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a com XO, XX 96&quotx96&quot; L 4� CD - Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No WA L- /, Q FLX15225-R3 Products Professional Engineer 143&quot;x98&quot; r V J Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A 4,gq A Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#15000•R2 Products 8 SERIES 430/440 ALUMINUM SGD 146&quot;x98&quot; SERIES 4301440 ALUMINUM SGD XXX 12/31/2017 No Yes No NIA 5 e. &quotSmooth-Star&quota and &quotBenchmark by 818 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No WA Quality Assurance Approved for Use Approved for Use Impact Desjgn 143&quotx80&quot; NON -REINFORCED Therma-Tru&quot and without Sidelites. Inswing and Outswing Iffi9 Product Model. Number or Name Product Description Contract Expiration Date jp NYH2 Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 8 f. onsVuction Jumand SeriesBench 8/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No WA 1 a. uot;Fiber-Classic& not or & u Smooth -Star& uot; �1 q q of q 6&#39;8 & quotNon-Impact&quot Opaque Fiberglass 12/31/2018 Yes Yes No WA XXX 143&quot;x96&quot; rieskl ot; Series&quot and &quotBenchmark by Therms-Tru&quoT, ark by Transoms. With and without Sidelihes. Inswing and Door with &amp; without Sidelite(s) - Outswing (X, OX with Transoms Outswing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Paige 1 of 1 Building Codes and Standards 1AW017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards I/92017 FLX1527e Ra Building Codes and Standards 1110=17 Product Approval Application Detail 220 Entity or 20 29a Data Pending 2da Product Approval Application Detail I= Verelo Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved 2131lg FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 08112/2015 03/19/2015 06/21/2015 Approved FL#11537-Rs Entity or 20 20 Date Pending I ag ry Category: Exterior Doors (513 7708062 Inc. ) (513) 5198588 20 no Date Pendinal Ijmg Versio Manufacturer Contact Engineer & License Validated By Validated emitted FBC Approval Approved awl Subcategory. Sectional Exterior Dear Assemblies mwestaffidd@clopay.com Ve�reio Manufacturer Contact EngineerE & License Validated By FBC Aoo�roved Revision 2014 MI Windows and Doors Brent Sitli er Luis Roberto Lomas Steven M. Urich, PE 0613=015 06/25/2015 07/06/2015 08/19/2015 Approved pp Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division ofAADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07i11/2015 y�jyg 07/27/2015 Approved CategoryWindows Subcategory: Single Hung bsiti 365-3300 PE82514 (717) 3178454 bsitlinger@miwd.com FL1/15279-R4 Products Category: Exterior Doors (641) 423.1334 305 SW 4707 ( ) Method: Evaluation Report from Quality Assurance Approved for Use Approved for Use Impact Design � Subcategory: Exterior Door Components Compliance Method: Certification Mark Listing nelson.kraschel@doorgro up.com FloridaRegisteredArchitect or a Licensed Florida i eg l Engineer Professional Engineer SS-# Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75. 1500, 190. 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 FL#11537-RS Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WANDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 42B, SSS, GD5S, GDSSV, GR5S, GRSSV, ARSS, AR5SV, §219 Product Model. Number or Name Product Description Contract Expiration Date In Jam! Z Outside HVHZ Resistant pressure §gyp Product Model. Number or Name Product Description Contract Expiration Doty In HVHZ Outside HVHZ Resistant PressureEDSS, EDSSV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X64 12131/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 53 053 W516 PAN-2F153: 84A 94, 73, 75, 1500, 190, 4RSF, Steel Pan min. 25 Double Car 9 2 to 18 0 05/21/2028 ( ga.) ( No Yes No +30 PSF/30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12(31/2017 No Yes No WA 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 5SS, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No WA GD5SV, GR5S, GR5SV, ARSS, AR5SV, EDSS, EDSSV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W8-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) Single -Car (up to 9'0° wide) 05/21=8 No Yes No +38 PSF/-42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes No WA 4RSr, 6RST, GD5S, GR5S, ARSS, ED5S WNDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W8-16 PAN-21`153: 73, 75, 84A, 94. 42. 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (92• to 162" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, ARSS, ED5S wide) WINDCODE&#174; W6 Garage Door PSF CIO Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 1 a O Product Approval Application Detail Building Codes and Standards 1/92017 ■ rf� FLM5276-R4 Product Approval Application Detail -illissiliss+ FL#152ss-R2 Code Entity or Date Date Date Pending Date CIO � Entity or � 20 DaiaPendina I� Tie Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aal:mved Atile Revision 2014 MI Windows and Doors Brent Sidinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/1812015 Approved Affirmation 2014 MI Windows and Doors Brent Siilinger Luis Roberto Lomas Steven M. Udch, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317.84U 2292 Entity or 20 Date Pending 20 C pry: Windows (717) 3e&3300 PE-62514 (71 317-84U Subcategory Fixed bsitiingeramivid.com I= Versio Manufacturer Contact Engineer & License Validated By Validated FBC Approval Approved ■ Subcategory: Horizontal Skier bsil1inger@m1wd.00m Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Siflinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Category. Windows eg 7 (717) 385-3300 PE 62514 1 317-8454 (7 7) Florida Registered Architect or a Licensed Florida Professional Engineer g SubcategoryMullions bsitlingeri�miwd.com Professional Engineer FL915278.R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15286-R2 Products Quality Assurance Approved for Use Approved for Use i(ppact Design Professional Engineer A # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for In HVHZ Use Approved for Use Outside HVHZ IM DaCt $ Design Aiw 4 Product Model. Number or Nama SERIES GA 195 ALUMINUM PW Product Description Contract Expiration 5'ERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 Date In 14VHZ Outside HVHZ No Yes Resent Pressure No N/A FL#15333 R2 Products 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No WA 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No WA Quality Assurance Approved for Use Approved for Use Impact iDesign 72X54 FLANGE Irffi" Product Model. Number or Name Product Description Contract Exoftation Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No WA 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 9BX48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/3112017 No Yes Yes WA 72X54 FLANGE 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No WA •�/ SLIDER 108X48 9 SERIES GA 505 ALUMINUM PW PW NI 72X72 FIN SERIES GA 505 ALUMINUM FIN NI 72X72 FIN 12/31/2017 No Yes No WA ^ 1 V/ 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No WA SLIDER v O ca O U CIO O -6-J Florida Department of Business & Professional Regulation Page 1 d2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of2 ^� Building Codes and Standards 11WO17 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 U Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n ICU FL#13192-R4 FL#15272-R1 FL#5444-R10 W Code Entity or Date Date Date Pending apse 2291 Entity or j� j� Date Pending 2099 g Entity or 20 20Date Pending j9 V Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Iyyfg Verb Manufacturer Contact Engineer & License Validated By Validated Sytint [tied FBC Approval Approved Status Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Q Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogaws John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04115/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Hamer Robert Nieminen John W. Knezervich, PE 12/14/2016 12/08/2018 12/15/2018 Pending FBC Approval Category: Panel Wails (9W) 349-2927 PE-24121 (352) 3e7-2528 Category Panel Walls (330) 922-2389 PE43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59168 (954) 772-M4 Subcategory: Siding pingsheng.zhuCiameshar Subcategory. Soffits nthompson(Dalside.00m Subcategory: Asphalt Shingles markd.hamer@saint-gab Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L Professional Engineer Professional Engineer Professional Engineer FL.#13192-R4 Products FL#15272-R1 Products V FLO5444-R10 Products W Egg,Il Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for jn,HV`jj Use Approved for Use Outside HVHZ Impact Resistant J Asian Pritasure Sag # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Approved for Use Approved for Use Date InHVHZ Outside HVHZ Impact Design Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact JDesign 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes WA N/A 1 a. &quot2T&quot Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 2221 uct Model. Number or Name Product Description Contract Explration Date in HVHZ Outside 14VHZ Resistant Pressure 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes WA WA 2 b. &quotAllianceT4&quot, Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (nocut-outs), laminated and 07/03/2017 No Yes WA WA Z architectural asphalt roof shingles Z Q J d SHEET NO. PA 1. 1 a FLi1232S•R7 Products IIng Product Model. Number or Name 6 No. 15 UL Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/9r2o17 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Desion Product Description Contract Expiration Date In HVIIZ Outside HVHZ Resistant )Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Search Criteria Code Version: 2014 FL at 12328 Application Type: ALL Product Manufacturer. ALL Category. ALL Subcategory. ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2075-R7 Sr"1 I1r7� Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category. Roofing Subcategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL02075-R7 Products Sea # Product Model. Number or Name 1 RV10 FLXF949419 Code Tom! VenNo Manufacturer Revision 2014 Boral Roofing / MonierLrfetiie Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products Sod 0 Product Model. Number or Name 13 Saxony 700 - Shake, State &amp; Split Shake 14 Saxon 900 - Country Slate Shake &am ; Slate Y ntrY P, 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Shake 16 Saxony 900 - Hartford Slate, Split Oki English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL.#12858-R5 DM I= Verslo Manufacturer Revision 2014 Town and Country Industries, Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Ala Product Model. Number or Name 1 0.050&quot Aluminum Storm Panel 2 &quotSafety Edge&quot; Storm Panels 3 24ga Seel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 or i Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Dim Date Date Pend Ina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Its Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/272015 02272015 03/092015 Approved (904) 783.8400 (786) 315-2590 ciark@flan=.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/3112018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0180 thomas.jemmett@boral.co m Product Description Flat Profile - Stockton Flay on Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Deriver Medium Profile - Stockton Page 1 of 3 1/9R017 Date Deft Date Pend Ina Date Validated Submitted FBC Approval Approved Status 09/102015 08/25=15 09202015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 12/312018 No Yes N/A WA 12/31/2018 No Yes WA WA 12/312018 No Yes N/A WA 12/312018 No Yes N/A N/A 12/312018 No Yes N/A N/A 12/31/2018 No Yes N/A WA 121312018 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 VW017 Entity or Date Date Date Pending 21L4 Contact Engineer & License Validated By Validated aumitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04292015 042&2015 05/04/2015 06222015 Approved (954) 49345551 PE-004e549 P.E. tomj@tc-aium.com (305) 510-8531 Product Description 0.050&quot; Aluminum Storm Panel with Optional Clear Panels &quotSafety Edge&quot; Bonn Panels, 28ga (0.018&quot;&quota) Steel, 0.022&quot; Alum (Pert and Non -Pert) Clear Polycarb (Full and Half) 24ga (0.0232&quot) Steel Storm Panel with Optional Clear Panels .050&quot; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date 12/312018 Approved for Use inJKVHi No Approved for Use Outside t= Yes Impact Resistant Yes Design Pressure WA 12/312018 No Yes Yes +541-54 12/312018 No Yes Yes +1001-100 121312018 Yes Yes Yes N/A FLS21675-RO Iypg VVeerslo Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing Subcategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products IW uct Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 2M I= Versio Manufacturer Revision 2014 Lomanco, Inc Category. Roofing SubCategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R1 Products R„W Product Model, Number orName 1 Deck-AirTM DA-4 2 OmniRidge&#174; PRO Vent PR04-N FL#1507&,R3 2292 I= Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Saa # Product Model. Number or Nama 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Seal Storm Panels/NHVHZ FL#15076-R4 %ode Iypg Versio Manufacturer Revision 2014 Global Protection Products, U.C. Category: Shutters SubCatagory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products ald" Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Seel Storm Panels1NHVHZ FL#17869-RO 2292 Ba Verglo Manufacturer New 2014 All American Shutters and Glass Category- Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products S- # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 21WO17 Entity or Dery Del Date Pending Dale Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status John Chestak IntertekTesting Services NA, IntertekTesting Services 02/01/2017 01252017 021=2017 (904) 240-1382 Inc. NA, Inc. john.cheslok@hgwrep.co (804) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Besistant Pressure ToughSkin 15, ToughSldn 20, ToughSkin 25, 01/012018 No Yes WA WA ToughSkin 30, ToughSkln 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/10R017 Entity or 202 Date Date Pending 2da Contact Engineer & License Validated By Validated Submitted FBC Approval Approved a$ Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/012015 05/01/2015 05/10/2015 06222015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lomanco.com Product Description Low Profile, Polypropylene Plastic, Roof Vent Quality Assurance Approved for Use Approved for Use Contract Expiration Date In HVHZ Outside HVHZ 07/102019 No Yes Impact Resistant No Design Pressure +97.51-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/102019 No Yes No +WA/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 IM017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Mal Tim Robinson Wainer A. Tillit Jr., P.E. John W. Knezevich, PE 05/062015 04242015 05/112015 06/232015 Approved (954) W9-7545 PE-44167 (954) 772-8224 tim. robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date Jp HVHZ Outside HVHZ Resistant Corrugated Galvanized Steel Storm Panels retained 12/312017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steal Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Data D Date Pending 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved am Tim Robinson Walter A Tillit Jr., P.E. John W. Knezervich, PE 12212016 12212016 Validated (954) 689-7545 PE-44187 (954) 772-6224 tim. robinson@gppent.com Quality Assurance Approved for Use Aporoved for Use Impact Design Product Description Contract Expiration Date ll1k= Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131/ 017 Yes Yes Yes WA or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 121312017 No Yes Yes WA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9RO17 Entity or 20 Dale Date Pend Ina Date Contact Engineer & License Validated By Validated Submitted FBC Agoroval App,roved Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/032015 07=Q015 07/102015 O&182015 Approved (561)712-9882 PE-0046549 (964)394.8521 mikeb@allamericansh utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Descriotion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/312017 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5219-R3 Entity jygg Manufacturer Contact Engineer & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category. Roofing (813) 248-3456 PE-31242 Subcategory: Roofing Accessories that are an f validation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#521M3 Professional Engineer Products A291 Product Model. Number or Name Product Description 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quot Minimum 28 Gauge Steel, Nominal 4&#39;, 6&#39;, 8&#39;, or 10&#W, Wide Off Ridge Vent Attached to Wood Deck 2 2- &quot;Round Top Off Ridge Vent with Baffle for Minimum 28 Gauge Steel, Nominal 4&#39;, 6&#39;, Tile&quot; 8&#39;, or 10&#39,, Wide Off Ridge Vent Attached to Wood Deck 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Minimum 28 Gauge Steel, Nominal 4&#39;, 6&#39;, for Shingles&quot, 88#39;, or 10&#39,, Wide Off Ridge Vent Attached to Wood Deck FL 91658MI Code IM yg= Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category. Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL.#16588-R1 Products Sea # Product Model, Number or Name 1 O&#39;Hagin&#39;s Cloaked Vent Tile FLO15088-RI 220 LM Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F1.01508841 Products bedi ft Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1989-R5 Iyag Y�_tr Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category Structural Components Subcategory. Truss Plates Compliance Method: Evaluation Report from a FL#1999-R5 Products Product Evaluation Entity S_ga 9 Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 l/9n017 Dare Date Date Pending Validated FBC Approval Approved g 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Contract Expiration Date 12/31/2019 Approved for Use in HVNZ No Approved for Use Outside HVHZ Yes Im pact Resistant No Design Pressure N/A 12/312019 No Yes No N/A 12612019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 1AW017 Entity or Dad Dada Date Pending Da1e contact Engineer & License Validated By Validated Submitted FBC Approval Approved Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/172015 0625=15 Approved (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resigtant Pressure Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 l/9R017 911M or Date Dale Date Pending 292 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved awl$ Tim Robinson Walter A Tillit Jr., P.E. John W. Knezervich, PE 04272015 04/24/2015 05/03/2015 06/23/2015 Approved (954)689-7545 PE-44167 (954) 772-6224 tim. robinson@gpperd.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Besistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/312017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1WO17 Entity or Date Dale Date Pending Date Contact Eno Ineer & License Validated By Validated Submitted FBC Approval Approved Bum Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 0329QO15 Approved (847) 918-6473 (407) 681-1917 s]eWs@alpineitw.com Qualttv Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 121312020 Yes Yes WA WA Metal Connector Plate 12/312020 Yes Yes WA WA Metal Connector Plate 12/312020 Yes Yes WA N/A Metal Connector Plate 12/312020 Yes Yes N/A N/A N C� N 2 � � L_ � 1�t .� U N 0 Co O .Cl) L >p L C_ CU O Co tL Q .� '+—^ VJ Q ■ t_ O ■ t_ CU C _tf � U^ V I O ICU O (D 0— CL U O cn W MCU ICU U Q VL mW � W � � Z O Z Z Q J 11 SHEET NO. PA 1,2. v r FL#2197-R5 2292 I11� Verelo Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R9 Srss11111 I= Vereio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R9 Products 3*dbLg Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Pege t of t Building Codes and Standards 1/92017 Product Approval Application Detail Entity or 2da 292 Date Pending 0 Contact Engineer & License Validated By Validated Submhled FBC Approval Approve. ate$ David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 08/30/2015 06/11/2015 07/05/2015 Approved (314)851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/312017 Yes Yes WA WA 16 ga. truss connector plate 12/312017 Yes Yes WA WA 18 ga. high strength truss connector plate 12/312017 Yes Yes WA WA 20 ga. truss connector plate 12/312017 Yes Yes WA N/A 20 ga. high strength truss connector plate 12/312017 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 )fig Date Pending 20 Contact Engineer & License Validated By Validated Submitted FSC Approval Aporoved S Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/122015 07J30/2015 Approved (253) 9244W (608) 839-1344 j i m.anderson2@weyerhae user.com Product Description Prefabricated Wood !-joist Quality Assurance Contract Expiration Date 03/312017 Approved for Use In KVHZ, No Approved for Use Outside HVHZ Yes Impact Resistant WA Design Pressure WA Prefabricated Wood I -joist 03/312017 No Yes WA WA Prefabricated Wood I -joist 03/31/2017 No Yes N/A WA Prefabricated Wood I -joist 03/31/2017 No Yes WA WA Prefabricated Wood !-joist 03/312017 No Yes N/A NIA Prefabricated Wood !-joist 03/312017 No Yes WA WA FL#1644-R4 Iypg VVeeresio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory. Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sao # Product Model. Number or Name 1 Versa -Lam Search Criteria FLOS527-RS Sr9" Iypg Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#6527-R6 Products Product Evaluation Entity Sea # Product Model. Number or Name 1 !Level Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL IFL#6527-R7 Qft Iypg Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a FUNS527-117 Products Product Evaluation Entity §W Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Errtitvor 20 am Date Pendina (tag Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/062015 06/02r2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620.7467 Product Description Laminated Veneer Lumber Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/012035 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or + 1/92017 Entity or 20 20 Date Pendina Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/122015 07/30/2015 Approved (253) 9244W (608) 839-1344 j i m.anderson2@weyerhae user.com r Structural Composite Lumber or Oriented Strand 03/312017 No Yes N/A WA board Rim Board Laminated Veneer Lumber 031312017 No Yes N/A NIA Parallel Strand Lumber 03/31/2017 No Yes N/A WA Laminated Strand Lumber 03/312017 No Yes WA WA Entity or ) g; Date Pending J Contact Engineer & License Validated 8v Validated Submitted FBC Approval Awed Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10252016 11/052016 Approved (253) 924-4084 (608) 839.1344 jim.anderson2rjgw eyerhae user.com Product Description Laminated Veneer Lumber Quality Assurance Contract Expiration Date 0313112017 Approved for Use In HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant N/A JDesign JPressure WA Parallel Strand Lumber 031312017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes WA N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A WA FL#1645-R4 I= Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL01645-R4 Products Saga-8 Product Model. Number or Name 1 AJS Joists FL#158-R2292 IM Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology FL#158-R7 Products Compliance Method: Certification Mark or Listing S-# Product Model. Number or Name 1 High Strength Concrete Lintels FLS158RO Sr.4de I= Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category Structural Components SubCategory: Products Introduced as a Result of New Technology FLAI58AS Products Compliance Method: Certification Mark or Listing Sea # Product Model. Number or Now 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 l/W017 Entity or 20 j Date Pendina Contact Engineer & License Validated By Validated Submitted FBC Approval Approved ,egg Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/022015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7487 Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;Mquot, Joists 01/012035 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92017 Entity or 20 20 Date Pendina Contact Enalneer & License Validated By Validated Submitted FBC AR2EZW Approved Status Craig Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03116=15 02242015 03/18/2015 Approved (813) 021-4041 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use im pact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/212016 Yes Yes WA WA Entity or 20 j= Date Pend Ina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2018 04292018 05/06/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In 14VHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 052112017 Yes Yes N/A WA N O L O 2 U O Q O O C CU O O c O ca. O W O U_ O .� w L O Q. C .� �4/— v� / t►Z Q z z W J Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Page + of 1 Building Codes and Standards VW017 Florida Department of Business & Professional Regulation Page 1 t of Building Codes and Standards 1WO17 Product Approval Application Detail wilding Codes and Standards +/9n0+7 ■ � Product Approval Application Detail Product Approval Application Detail FLf>6450-R5 FL#17744R4 290 Entity or 292 jDate Date Pending 2111112 FL#11383-R4 �Qft EMHv or i0 i0 Date Pendina 20 Iypg Vensio Revision 2014 Manufacturer Powers Steel Inc. Contact Engineer&License Validated By Validated Submitted william powers Steven W. Schaub SAMUEL A. 03262015 0323/2015 FBC Aooroyal Approved a�tatll$ 03/302015 06/23/2015 Approved Code I= Versio Manufacturer %nsmrsi j�affi Date Pending 202 Contact Engineer & License Validated By Validated F13C Approval Approved Iype Verelo Manufacturer Revision 2014 Commercial Concrete Products,lnc. %4niiSS Engineer & License Validated By Robert Gillis THUY H. HUYNH Florida Engineering Validated 07/03/2015 FBC Approval 06242015 08/202015 Approved i 08282015 a�$le Approved CategoryStructural Components Subcategory: Products Introduced as a Result of (602) 437-1180 PE 80509 GREENBERG, RE, bill@povmmsteel.com (813) 645-0186 Revision 2014 Powers Steel Inc. aStatus William powers Steven Schaub SAMUEL A. 03282015 03232015 03/30/2015 08222015 Approved ■ Category: Structural Components (813) 859-3707 PE-80122 Solutions New Technology Category. Structural Components Subcategory Products Introduced as a Result of (802) 437-1160 PE-80509 GREENBERG, RE, bill@powerssteel.00m (813) 645-0166 Subcategory: Products Introduced as a Result of precastgator@yahoo.00m (352) 588-5311 Compliance Method: Evaluation Report from a New Technology New Technology Florida Registered Architect or a Licensed Florida gineer Professional Engineer valuation Report from a Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL0177444 Products Quality Assurance Approved for Use Approved for Use Impact Desjan ELM 1393-R4 Products AMR Product Model. Number or Name Product Description Contract Exoiretlon Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Aporoved for Use ADprovad for Use Impact Design 1 PSbox8LT, PSbox&T(5-5/8) Powers Steel lintels are field assembled lintels 0127/2017 No Yes WA N/A Product Model. Number or Name Quality Assurance Approved for Use Approved for Use jppact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pfmu e j 1 Quality Precast or Commercial Concrete Products Product DeserlDtion Contract Expiration Date Precast and Prestressed Concrete Lintels 05/25/2024 in HVHZ Outside HVHZ No Yes Resistant WA J'i>mgpt@ NIA consisting of preformed steel lintels combined with41al concrete masonry units, grout, and steel reinforcing 1 PowerBOXB Lintels Powers Steel Lintels are field assembled consisting 01/012017 No Yes N/A N/A "6-0 bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. V O ICU O L Q Florida Department of Business & Professional Regulation Page 1 of 1 U Building Codes and Standards an62017 Product Approval Application Detail CIO O L FL#8258-RZB Code Entity or 20 292 Date Pending 202 U Iype Version Manufacturer Contact Engineer & License Validated By Validated Submilted FBC Approval Approved Ale ^' Revision 2014 POLYGLASS USA James Akins Robert Nisminen John W. Knezevich, PE 03/2=017 03/13/2017 03222017 06/13/2017 Approved �W �/ J Category: Roofing (570) 384-1230 PE-59186 (954) 772-=4 Subcategory: Underlayment jakins@poyglass com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#6218-R3 Products Quality Assurance Approved for Use Approved for Use impact Design AW Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside t= Resistant gyre 1 Polyglass Roof Underlaymerns Roofing underlayments 04242018 No Yes WA +N/A/-622.5 L� W Search Criteria Code Version: 2014 FL A ALL Q Application Type: ALL Product Manufacturer. POLYGLASS USA Z Category: Roofing Subcategory Underlayments Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Z Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name. ALL Q Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: ALL —r Design Pressure: ALL Date From: ALL a Date To: ALL r SHEET NO. PA 1-3