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HomeMy WebLinkAbout3100 Kresterbrooke LnI_--- I _- _ - _ L JIILlll I i of ■111 1 I:I.II 1 1 1 11 1 1 ! I _ I I l I -- _ 1 ! 1 I __ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN �9� WORK �SHA L'.J1 1� ti/f " �p 2 INTERIOR ELEVATIONS `�.11�E� �!�. -)M.; i f Is; I�L� 11 •1C` - ...r��ly� i1C=x `L "r 3.1 EXTERIOR ELEVATIONS 0O 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN REVIEy� -. / / 5 ROOF PLAN /�-f ITy Op zEpH �RH11,L�, 6 FOUNDATION PLAN - " PLAN EXAMINER 7 MAIN FRAMING PLAN - 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS 3 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 D2 SECTIONS & DETAILS A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ft . Footing Ref. Refrigerator WP WATERPROOFING DETAILS A.F.F. Above Finished Floor g g A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS ALT, Alternate Galv. Galvanized Rm. Room PA1.1 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter RIS Rod and Shelf PA1.2 PRODU T APPROVAL NUMBERS Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector PA1.3 PRODUCTAPPROVALNUMBERS Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet h fl BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling K/Wail 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 FP [F] _ Comm. Community Comp. Compressoremp. C.T. Ceramic Tile Lay. Lavatory L.F.LFLinear Ft^^+� TB Towel Bar Tempered Thik'n. Thicken D. Dryer —t, T.O.B. Top of Block LT. Laundry Tub DB Door Bell Mas. Masonry T.O.M. Top of Masonry � Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER o Disp. Disposal Micro. Microwave Trans. Transom Window = Dist. Distance Min Minimum Typ. Typical SD.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each WayN.T.S. Not to Scale VB Vanity Base N Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam ` °2 Ext. Exterior Pc. Piece VTR Vent through Roof Hi Exp. Expansion Ped. Pedestal w Washer Q FBC Florida Building Code PH PHONE W/ With 1n Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet PLF Pounds per linear foot c.1 F.G. ixed Glass W.A. Wedge Anchor Flr. 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 LO REVISIONS J N 08-20-15 1.0 NEW BASE PLAN I 12-08-15 2.0 FRAME—WAL REVISIONS to 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 5Ca..0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL 1.2 FOR 2 STORY HOMES 03 03-29-18 5.1 UPDATED PER CITY COMMENTS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE i CURRENT CODE IS VALID `` Notice to Builder & All Subcontractors Ir Ism It is the intent of Designer/Engineer listed in the titleblock of these odocuments that these documents be accurate, providing Licensed I Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to a� review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not a 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 oinformation found in these documents. Any questions regarding othe information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be Y 7 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 w agreement. M Z CD O _ Z N z QQQ Q a U) z CZ V) CD Q) C a--' �U — O `LJ Of E � � o 0 i� U L U 8 411 — M ch C Lp M 0 0 _r_LL n � 0 Q rn Q Ci AL I B D co �9 N(� La LL E� ILLW. N,..n M •L, i�• To the best of the Engineer's"kt}cAw' d e, Inf4rrtm�tlon, in belief, the structural plahsand spe aRoiiszblrtain�d;�` within these drawings comply with the 2017 Fl-11A 1 - Building Code - Residential 6th'Editidri.; Ehgit�+7F�i'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 OLn v r\ ��f�00 M Q 0 LO Z U- Q ^ U Q 00 Q Z E W Z �z Za fa F Qua IY t"zo0 ZWZcr � f J CWE,-o V W 2 OZ ZO `/ i —J U) k Z Q� Ln cr- "3 -� Ln O U �a w U = N o� J O wo N A 1 ` Z�J W � J WU Q Z a l;u�Zo Z Z Ln a W _ LU r.� lLl di Z F gZ o Way N Q � Z m O N 0o Z g LU = 0 W .-4 d cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. C S c d x LO 0 0 CN r- N Q r- LO N it CD c a 0 J N rn E TYP @ 2 STORY J S6 H.B. I+ (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COND. COND. I I I I I (IG I I I I I I S3 I I I I UP 116 I I Cl) I I 1 1 1 1 I �118 TYP @ 2 STORY o 3 4 5 00 FLOOR G.T. 9 1 19 42" SLOPING o 10 FAMILY ROOM HALF WALL - 11 — --, 8'-8" FLAT CLG. $ W/ 3 16d 12 FLEX I = M CV T CARPET °TOENAILS @ - - --- - WID , 8 -8" FLAT CLG. % BASE AT C�. CARPET A c=n O G _ S3 ao -T-1 -- --0 o c7 �i O t,; M _ .N - -- I - - --.-- 0 CV - - - __- u_ (2) #5'S M Sir oo xWALL 5-SH H4 ------WE 12"DEEP - ----- -- - - - - U? 2068 B.F. D —_ ENTRYI N T 16'-4s" I T-8" 3'-8" 3'-6" 6' 0" 4'-2"-- "FLAT CLG. S6I °; -_. ;_ -- - - -_. I FOYER-- O O TYP @ 2 STORY 01 O OI `� 8 -8 FLAT CLG. I 3068 (2) #5 S O O O TILE (3) 2X4 #2 SPF W/ "- " C' _ (3)16d TOENAILS @ BASE (3) 2X4 #2 SPF W/ o .H. _ rw— (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS "' (3)16d TOENAILS S3 BASE N r 0 @BASE @-------- --- 0 2'-6" BUILDER TO PROVIDE I D I I S3 APPLIANCE PROTECTION00 j I I E DINING ROOM O WHEN REQUIRED PER FBC I I PATIO LG $'-$�A 2 CAR GARAGE -Lo PET I I I 7 At 8'-8" FLAT CLG. I I I I I 4'-0" 6-2" k 6-6" k 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" I 0O I O I I I BEYOND WALL 11 I ____ _ ___ I - L —------- J T - III N I I W I I I r iD It o N 3: 36 36 3 Q I O I I - I— J - _.� cc S3 I w I 0 l -- _ AD EH -- I�ITCHE - I r I x I I I I N 8'-8'1 FLAT CLG. �� 1-TILE � H1 � �- I I I I -- - _ I 12 --81 -.._-, 2868� I I I I I 2668 B.F. - — _ ._ .. REF. 2x6 WALL I I I 24 24 - - OPT.- L----- --- PANTRY = D L------------ 0 _ 16" DEEPis S3 iv 5-SH - N CV J H.B.+ S6 TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" 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=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (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 4 X 25 } S.H. 13 20X38 184X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20X72 18jX71 S.H. 432 27 1/4 X 26 26 X 25 S.H. 1733 27 1/4 X 38 J N/A S.H. 434 27 4 X 50 j N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 35 27 J X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37 1 X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 524 X 714 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 located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 O©OGE +26.6 -28.0 +26.6 / -32.2 SSEE SN SHEET©SEE N SHEET T 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 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 2ND FLOOR LIVING AREA LIVING TOTAL 1093 1491 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) �, CD �- z o z� V)(1), CD w UO w (D-'L/) E=3 o0 ~ mr U &M W — 8 C W M C-) C14 0 �00 = y U Ny L LL � Y Q rn U-j 2 V 6 < 0 Al B B• tl -.B .D C co Z� ram.,.. ..M m th pi U) _ C tLL IZ fy O �` • , ' �� '-ti QLL . lL w• a c- w Q 9 o X} N a cn 2 :C.j W •Q�.` n , To the best of the Englf( is kpi £ ififtlUMatior) belief, the structural plarls Aj�l specifica ions cori ell�d within these drawings cor rlvjki sslfsh� �QQ }'TJjlbtida Building Code - Residential 6th Eclitic .l Eh lneer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O�� (O 00 M a�MV) d N L Q I LL , M U Ql Q El ro J W � d- �o za ¢f f� w¢OtM o EW z ofw W 0,0 8W J m TT o Ln Zo CI)1 �� 0 a c2 fZ g L , O F3 LL 0 � G) �a = N rWX u or " OV zJ LLJ A N o(V o w J QgCe lce ¢ Z Z LU Ln a �P s aa�o tl.t 2:Q Idj C Z Z U Lur-¢ W~~ Z N C.-4Q f *k N Z Z oo g W = J Z ` wi r-11O .—a 0- cn 2: SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 1.0 v LO 8 [V r` N Q LO u7 N C x u7 r` 0 J N N E V) 39'-0" :qwlw� J `, v S6 I I I I I I I I I I I 1 1 I I II I < J S6 o TYP @ 2 STORY I I ®I I 1 4 I I 1 5 1 6 I I 1 18 hi 7 il=u- = TYP @ 2 STORY ) — -- 9 I dLL 10 — — — II I ''ii O 0 m _ we m ww 13 LOFT ROOF"�. GT_CLG. aH2 eD2 M SUITE 14 8'-0" FLAT CLG.H D 8'-0" FLAT CLG. A. 15 I CARPET CARPET — R.A.G. 16 G 16'-8" T-721" 14'-8" � SIN T-821" 1-92-111 2'-4" 6-10" 5-4" 2'-6" I 2868 a'o I I--- I I 0 D c w Ut -- U)� wLO i--- --- I 3 I D2 04 o IO u: SIM. CDI AI �/� I m w/ (5) STUDS o I �p ` TP__ O T E r3�"x� I CD I _ 1 I 1* _ ______ --V� L71'Tit 1 1 I __ a _ I ATTIC �I _ ! 248 CL TILE — - -- 2 - 'i L'eESS_3 I - BEDROOM 2 o o — --- 8'-0" FLAT CLG. w 1 -+ -----� I HU CARPET OI iv 5'.10" o 2 4�' 6'-1 Q 5 -4" 2 io 13'-71' w 2 H 1 6 co S iio y 1 2668 D2 _ FIBERGLA` --- - bo SURROUN - '- - --- R&S -- — o- iD — o0 2668 — — — — — — — — — — — — — 60"X36' =u.l Z fnp w � 21311 i4 SHOWER �� z N `' 4068 B.F. rn - O N J N 4068 B.F. . - - 31 2" r I I S6 TYP @ 2 ST RY m cn � `'i 6-52' 2'-4" 4'-22 1 7-10211 T �' 11'-8" 01 13'-0" o — ' W I 1 � -' ROOF G.T. �w 60 �I 1 $'-0" FL 'T C' G. BEDROOM 6 3 I V V. I.C. I B E D R 00 M 4 1 8'-0" FLAT CLG. H2 O D2 D2 18'-0" FLAT CL I I 8'-0" FLAT CLG. -fiP— ---- CARPET I CARPET - I I TYP @ 2 STORY j J ccl� FIBERGLA SURROUND R&S EGRESS 18'-8" H H1 6 D2 19'-4" TYP @ CORNERS U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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=2600 PSI H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (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 140C 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'-011 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 18JX25j S.H. 13 20 X 38 j 18 j X 37 1 S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 184X71 S.H. 432 27 1/4 X 26 26 X 25 S.H. j 33 27 1/4 X 38 N/A S.H. 434 27 J X 50 j N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. J36 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 1 X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 4 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 located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 W +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 ) +26.6 / -32.2 OG SEE SN SHEET �I-I SEE SN SHEET 'j 40 MPH WMAKI NOTE: WIND SPEED INDICATED ABOVE "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 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 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) UI .- z o z� Q a Ln (1)0 W v, -E'er w M p �U — w CLI .1 F- E tom/) o 0 m h. U L U N M C f0 M 00 t LL co U �' co cc flo-o ) Q m Lo C1 Q O Al LUS.Q.a .✓ Bae?_'' ...�o, un To the best of the Engineer's knowlp, e, infprM; n, belief, the structural plat ,. spedific ne Zontaln�}'^ within these drawings complywith the 2017 FI�rtQ�' Building Code - Residential 6th Edit Enoned%Pt signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z O O I� U0 ­ M Q M Lf) .L °' n th < LL QC U rCL v 00 a E� z W J � ,a. Oz w Z d f 4 4a X w ¢ UZO0 Z w w �ppzz W J Q aw0 o L IJ� o z Zo Qv IJ 2 O Z N o -a Ln U CV Lu 1: 89 Ile Ln (*` 0 J. _. ,X86 UR N Za{1.ioJ W K Z Q Z gaU_o <Q0: J � W Q LLI z 8Zo �~ 0 aZz [V N Z � °° O oo g = ` z Lu •� a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 1.1 it UD 0 N N v 0 Z. N N 00 a 0 x 00 KITCHEN L SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO O 80 8'-52" y 3'-0" BATH 2 KITCHEN MIRROR O PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE 2x8 #2 SYP JOISTS @ LANDING MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d Mb� NAILS @ 16" O.C. MAX. TO EA. o STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) - @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U 2x12 HDR, w/ (3) 2x STUDS AT Q EA. END FOR BEARING I Q STANDARD (3) 2X12 I J STRINGERS W/ SIMPSON A35 CLIP TO HDR. I w I = OD @ LANDING 1 x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ F_ ° (3) 16d NAILS TO STUD @ 16" O.C. CONT. HANDRAIL in \ GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. OWNER'S BATH O M O N 4 PRF_FN(,, Pi n(lR .I0IST W/ M 0 cn KITCHEN ISLAND INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10.-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING to conform to Edition (2017) section R311.7 SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y$'. 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 %". The radius of the nosing shall be no greater that %s'. 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 treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y2"between the wall and the handrails. Grip -size. Handrails with a circular cross section shalt have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. 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. TAIR SECTION SCALE: 1/2"=1'-0" C zo z� z 0 V) CD 4 w � o O 0f 9 M cn M o 0 m C) w �ppago o� M M c ca M Ual = U- 00 Y Q 0) LO M Q Ci B D.� N :Jt UH •'e� LU L s€)al _ 0, To the best of the .Pwinee , eRPowJedgi information, and belief, the structural,i�ss and spet"rcationg Contained these drawings Florida within cttij�W�y w h tie77 Building Code - Residential 6ti( F�kI6A. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z r*J Q c �>-I U0 M QGo'gypLO to a � LL F- a , M a V Q00 Q E z WJ 00 d' w� za f F W VZ t Y 16 O ZOWx tr�z J �$o n o�E�.B 4Q/ VOW© N r W ,Zo ` Q f Z L l 0 �3 O L LU 2 W u = N z f o� ~oo <Lu Tc:) x O U u j A �a Z W Z J Q lv~J�X� QQ� Z � Wags J In L a CY r-i LJ.I 2:Q Q Z QZ Y i 5 WW Z N N *k NZ� Z z 0° oo g = .--t a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 501 SHEET NO, 2.0 's LO S N n rn N I 00 i NLO v 2 IC) 0 �N N rn N I— I co dl 0 0 x I1 ■ M 'tmz DECORATIVE SHUTTER 12 5� 12 5� 12 s�5 -_=(F 4 - T.O.P. �1 .1 ISHUTTER— O 1 " x 12" SMOOTH TEXTURED Mimi 1== i t °Q LU W 25 SH _ _ 2nd FIN. — — — — — — — — — — — — FLR. T.O.M. F5) I HDR HGT. --L------------------------L F.FL. � `JFRONT ELEVATION - Al 12 �5 9' RIDGE VENT 11 ----- ----------------------------------- HDR HGT. <V N _ -_---- _— �- 2nd FIN. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- - ---------- ----------------- FLR. —------------------- T.O.M. ----------------------------------------------------------------------------------------------HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------I-----------------------------------------------------I-------L--1-------------------F.FL. 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 R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 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. R703.7.3 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. R703.4 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. z� z� Q U) z V) (D () C, a--+ LL, W 001- = ~ o 0 U a� M W ~ C C7 W Cl) O O o ' L _ _�00 .00 N rni d O Q Q o B D. H` =Jl t7� •�3 Z 1 041 A/ ILL . EL e Wm s•z m WZ_ N M S formatiomvnd Q f�: To the best of the Engineer's Rnowledge In belief, the structural plans and sl eC QatGons,00ntiinld within these drawings comply with the'1611 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O a) N >� re)Mo QU-J,'(0pIn a tn•��- Q �U� QC V a 000 a E ... Zfu W J � o' O Zg <c v) OW am u Z Ov O z O 2 WO Z w Q� � Q L0.2- Oul Q / COZO = W J 8z Z o ^L- W ' � W Q Z Z � 0 Z � O U = N Q <000 Lnow f- O V � X � U U X2 i (V Cr LL z -0 ` z Q � Qce Z zLLJ r�-1 �� 2 w W L Z U "2 a r-4 Z *k N z OV-4 Ztu LU J 13- V 1 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 s'� LO g N 1 co SJ' LO N it c a> v S LO O 0 NJ GV ao N a E 0o ao o� T.O.P. HDRHGT. 2nd FIN. � FLR------- T.O.M. HDRHGT. F.FL. 12 5� 12 �5 —� HDR HGT. o Z _ CJ CJ CJ N --------_ 2nd FIN. ---------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — ICJ / WEEP 12 OJ / WEEP FLR. ----------------------------------------- — — ------------------- T.O.M. HDRHGT. ----------------- ROOF TO BE 0 _ CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ---------------------------------------- F. FL. REAR ELEVATION - Al SCALE: 1 /4"=V-0" LEFT ELEVATION - Al CV t` A. 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 R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 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. R703.7.3 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. R703.4 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. L Z fh — o z�z Q a Cn (D w C6 0 Z — OL" Iti o '- i� (`! 0 m 04 U W �•� ~ aD M C f6 M C N o 0 0 ._ . U t LLoo 00 Cc � �5 ao LO Q'rn ¢ ci B l N`e B D c ��Jt \ U) w fl LL To the best of the Engine 1',, o-lecl, i forma ipAi„�end belief, the structural plans a` �r�dpif , ItIAl shed within these drawings comply with 4b - 'Florida Building Code - Residential 6th Edition. 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 fV 0 1.0 �>-I(nMO M Q 'gyp Ln a to d' " LL to CL M C� U Q00 a E0 Z W Jo� J z � XR za f a 8 zw O 0 Uz80 M-0 7 Z =Z QryS ` y 0. U) Ot2s Q� w z Z O Q g Z z Q Z c: L0 F 3 M o 0 Y / Z �z U =Ln N Q Q O u_ too a F C) LU X86 U Oo' N J Q �' a�fo z ul .. Cy u-S) Q� J W Q W 2: Q Z zov r-a wz � ; N N Z ul 0 0o g = z z Lu �-, ,•-,7 a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.2 a 2 2" *NOTE: VARIES 1'-10" 11" CAP CAP r 1 <V FOAM TO BE USED ONLY WHEN REQUIRED BY ^ �,N 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS c r " �O COMM N 3/4" RADIUS 4 34 1'-5 " iv zo - T, SPECSU IF NOT,1 " 2" OPENING VARIES 2" �2 DETAIL TO BE iv BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES ,�N 1" 1" 1• EDGE OF OPENING VARIES 1'-4" 0 22 r VARIES V-4" N 2 VARIES 1 n 1 rr 1 r_Orr 1 rr 1 1/2" RADIUS rN 4 3ar a" 4rr 4z' �---x �---x - SIN 2rr � � SIN Ch 2 1/2" RADIUS � T VARIES 12' 3" 11" 3z" 1" iv 3rr _,r, ,rr 1" 1" BASE • BASE 2 2 r 4rr 3rr p 1'-8" MTV 1 rr ill 4 3rr 4 / • 3N I 1 1�rr *NOTE: VARIES 8 2 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES - 1 6 1 V-4- 1 v DETAIL TO BE BUILT W/ STUCCO. 24" • EDGE OF OPENING 6 rM a , 1-1/2" THICK 1-1/2" THICK 10 CV 21" jl rl N 4 clV ,a c c IN HIV C7 4 ,rr 2 ZV 2n 3-2rr 6 _ 2rr iv w � w > ri - - 3�" > 1-1/2" THICK 24rr _ i ri 2'-4" V-4" 3rr N 51" 4 C, IN ll7 ICI 27 Ir 1+ c M a" Li 12" O '+I�I`alff VARIES VARIES ' - - --- - Q VAR] ES VARIES 4"8" rr 32, - - - w 0 00 iv I iv - a° �"�' a 6" 4" �-f KEYSTONE F11 OPTIONAL KEYSTONE F1 1 OPTIONAL V co R6., `° z 4a' CO Rq4�„ 3rr 2 2 4" GARAGE DR. OPENING 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES me • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH i • • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & lair V-6a" 12' 2'-1" 1'4r 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14, 54 1-12' 54 3'-8" 7" N 1" 4" 3,_Orr 4" 101r V-4" 10r1 0 -- -- cv 00 c— N �i --------- - -- N 0? 9 - - • M M r sr,, 1 rr 'Qrp„ 12 r 1" GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH im v Z M _ o z J 13 C1_ U) z 0 Cn 0 w CB o OLUE m ti U a� M W ~ C� LO co N M M .O N U� �Qti 0 ¢ rn ai Q o B D• N``NB •O C ,',i�� � CV co N_ pp U) z o o N 0 M Z Z O _ ` Y C M W �M N '_"� w a W In Z0& =w�Q � o w V N .o =o G�J ZE�� ILL m m ¢� 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 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C:) Z O 0) � >(nMO M QU-)'(pLr) U— a DC U 0000 Q � Z � W J d' Mj oz �Q zaa �a F w ¢ c a ox �zgo ZU, O � J �O$ Q UM �o W 0 Zz zo ^, W` / Q U z _ L , �3 O -a Ll') O U = N oC f o� �U- o C) LLJ w U �-yl N (� z �Qza ,a rp �!,I� f o QI--' Z ^ �S�o W �. I Lli uW1 <zorz J ri LLI Z di Z a L -0 ~o z OU ,QWW U YQ g QNi Z z N i Z W :jo <z O 2 uj rn ,- 4 a cn x SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. F1 ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 10 #14 copper to Ilghts &Outlets NEMA 7 It #12 copper to 20 amp ckts ELECTRICAL CONTRACTOR 200 AMP 10 #10-2 copper to WH MUST VERIFY WITH THE #10.3 capper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN T 2/0 or 410 SER Alu 200 amp 150 amp POWER CO. FEED — INTERSYSTEM BONDING Q TERMINATION PER 71 NEC 14, 250.94 --// 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF 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 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 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 FfF WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET PiF HALF -SWITCHED DUPLEX OUTLET u7 I-r"h g f� SPECIAL PURPOSE OUTLET � DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET N N WALL SWITCH 00 $3 THREE-WAY SWITCH r- 4, FOUR-WAY SWITCH N R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE L r- I� o WALL MOUNTED LIGHT FIXTURE J @)N RECESSED LIGHT FIXTURE M `14 LIGHT FIXTURE WITH PULL CHAIN I TRACK LIGHT it FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION a ®D ELECTRIC DOOR OPERATOR (OPTIONAL) n0 i CH CHIMES (OPTIONAL) a E F-1 PUSHBUTTON SWITCH (OPTIONAL) o SD SMOKE DETECTOR c CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i TELEPHONE (OPTIONAL) L` TELEVISION (OPTIONAL) 2 N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. r O THERMOSTAT �]M ELECTRIC METER .o i _CL ELECTRIC PANEL i DISCONNECT SWITCH °O ® SPEAKER (OPTIONAL) N ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT COND. COND. DISCONNECT WP GFI PATIO WP GFI H.B. I I I \ �AAA�I�1�Rrt70i�! ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED \ �d ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1�, 12 / I FOYER \ C.M \ PENDANT AS \PER SPECS / -7- DININ OOM ftPFI L----------- KIT CH11 -t-, -- -- I II - .. REF. OPT. GFI AGFI FI: - DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS W.H. �I @ 44" A.F.F. -- I I I I I 2 CAR GARAGE I I I C I GFI @ 44" GFI FOR j A.F.F. GAR. DOOR GFI I I \ / I I I I I VERIFY LOCATION L_IRRIGATION _____ ELECTRICAL PANEL r GFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER IMW ENTRYI, I I _ I I I I MAIN FLOOR ELECTRICAL PLAN_ SCALE: .._,..a. 0 V zo z� Q z t%n (D W to 4--J w OLU C �i/� � o 0 U �M co W F- 8 map : fC M N O O g = N C 00 M c U rn .2 is _ toao Q rn Lo M Q d Oci N_ N p O N (may o z J LL z n- ciaa�� C�t�tr, ¢0 Z o t9 H Ce co M LL Z ¢ co W co J o O C) v ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z0 N 0 > (n M O O U (V L F— CL M Q U a00 ... Z W w0 O J d' J �z Cc Uj Za f a z ¢ Lu U Z OV OU 1 O.. ZBW� = Z Z ¢ O � o U u- �8 rY LL Z z z o > ' 6 V w a J u3 w o ccG G -I� V ' ^ Y Z U = ' N O a w O J o� 1�-Ro Ifi 0 X86 -0. Z U as ¢ Cc S oaoa Z W Z J � Lu Q d- g Q,*o Z u a tL aQW,� w Q Zo $a o (V (V Q Z *WZ Z tu m o Z aZ = .--t a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 4.0 <D LO g C" N a u7 r` CV (D c X) 0 F1 CV a 00 N E 1% 00 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. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94---/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Doper to lights & outlets Dpper to 20 amp ckts copper to WH copper to Dryer I Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF 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 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 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 FPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED 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 EXHAUST FAN/LIGHT COMBINATION FC..,.�...... ELECTRIC DOOR OPERATOR (OPTIONAL) SYSTEM CH I 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 owl ELECTRIC PANEL i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT I I I I I I i I nnI UPPER ELECTRICAL PLAN SCALE: %4=V-0" u, U z z�z Q a U) z0 V) 0 rn w t� �U — O w C E o 0 U E x — S ( cM Cl) O M N : 0 oQ. Unao Qm � s. v a<C5 D Do � � N N � N CD 9AZP 4 m Z z °D z N LL T� w U 2 Lis_ W=moo �M a Uj d _ 0 m d 4 a CC o N �Z a E Z QQ m m ¢ CM W ! �s d C v C> U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 � O cu o M p/ZI V) ro Ln � Ln ZH a� M QC U CL 00 < � W Z � wo J O 11.0 �z �CC Q eY za Z fF- F X Q w¢ �Z80 J Zw-IX �ouzj� z J LU £ Lo W E 04 E— Zz }o W 2:z � i � to w L p �< a w 0 _ (V goo �- `�ILL. TV 0 0 C) z X O U w O �-y �Qi O N Q O L{� Q w of 8�u 2:0 Z��C Z LU Ln W di a LL N~gz8 U N Q Z waZ Z *k N Z R Z 0 0o g = a uj z n ,--I d u) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 4.1 LO LO cV d -v S to n 0 O J N N a 00 CIO W ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1 /300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN. of of vented ventilation IN. of of vented ventilation to be SQ. IN. of SQ. IN. of Ventilators required soffit ventilation soffit provided by upper Ventilation Ventilation (See Elev ) needed required needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=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 R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 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. R703.7.3 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. R703.4 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 6th Edition (2017) 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, Z M —o z� Q J E3 LL W ZCz Ln�� CD --J w C� o �V — O w E o0 U W r. E U0 �M M C cc, M f`O 'C M 0p �o LL co CL Q Cn Q d MD. B D'eC C, .W C 10z __J Z W _� J t4 N O LtJ W �i rd - . CL �Z��m�Q a.. t:; N •��t LL0 ,N Q J - .� To the best of the Engineer's know{edge; ;nformaiion, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O Q) N 1-4 -J O •>—+HMO M Q a- to •L d- H� U Q ^ aUCL00 Z (fu W J� J a Q uJ Z a ¢f f wz�[r U?8ouu z�z .Vd. f W o O W) 0�W�8 V W L N Q� T i y� O f Z ' ^14 y^^1 3 � L J 0 Q �� u = N _J LU LuX o� '{ 8V6 O O w g Z w 0 J z ^� �Owp ISz 2I c, Cy � W J Lr) rl LIJ Q W z =, � ¢u z a ¢ Q g N N Z ,z `a O oo g = `_ rn V-1 a to SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AM ES VERSION NO. 5ol SHEET NO. 5.0 L —I 1 v LO g N C" rn N 1 0 T3 N a� 0 N N -I c c d 4" HIRT MG rim TYP @ 2 J STORY S6 2-2'." . 2'-1 ■ . . . . . • . . . . . . . . . . . . . • . . . . . . . . . . . • . . . . . . . . . . . . •. . . . . . • . . . . . . . . . . . . . • . . . . . •. . . ■ S3 ----------� Co 5'-4,. v 16'-3" r I HVAC CHASE BASED ON I S 0'-0,, J ■' • • � � ,LOCATION ■ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO I 00 i BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ ALL PLACES I `� • ' I ` ` ` \ w ; , ` I I 5'-4� t" 1 SHOWN HOOKED FTG. DOWELS 5" iT-O in ,\ 16 EMBED W/ 25" EXT. ABOVE SLAB TYP @ 2 STORY r 11 f "GRADE 40 STEEL" a N CJ r ,CJ I�,1 CJ I \������ ��� 1i '-0" I G 1' I ; 2'-6" x 2'-6" x 1 o S3 .. W/ (3) #5'S E.W. N I I STUB UP TO I I 11 9 On, 13'-74' : ■ , 2ND FLOO FOR A/C ...: : '. '.'.:::::: ...... ; — — T •I I TOP OF CONC./ PAVER TO BE 4" ■ I 0'-0" L ' S3 BELOW FIN. FLR, : 2'-6" x 2'-6" x 1'-0" PROVIDE Y2" x 9" SLOPE J S6 RECESS FOR FRT. DOOR -3 1/2" W/ (3) #5'S E.W. -T mI— TYP @ 2 STORY r — ■ --------- — ----- N — — — — —■_-- ■ I ICJ I--------+—------� 0 v / BUILDER TO PROVIDE CC (VERY CALLS w/ in MIN 3000 PSI NC. I APPLIANCE PROTECTION S3 FILLED CELL iv -3 1/2" SLAB OR HERNANDO3-1/2" `-, PROVIDE 1 y'. ( ( WHEN REQUIRED PER FBC 2 STORY o I RECESS FOR I COUNTY ONLY I (o rn L SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I I i S3 I MASON'S SLOPE SLAB OVER 6 MIL FOR WIDTH VISQUEEN VAPOR L — — ( BARRIER STEPS AS : I CHASE REQUIRED PER TO C? in FIELD CONQJTIONS KITCHEN I LOW WALLS AND ISLAND I 13 1I2 SLOPE I -- ------ - T- - - _� II o - - - - _-- :I II I�------ ----= I I CJ i N 1 • oil -f-CJ 1 4'-11. ■•L I_ ij 4. r �r_ _ I � q b L-----------� J li L JII S3 ■• I T I I I (2) #5 REBAR S31 VERTICALS w/ in FILLED CELL 12 q I' - STORY �' �-- ---- _---- --I = L-----------------1 I ; ■. ........ ..... �..... ■1 ■ i■ ■ ■ CV J S6 TYP @ 2 STORY -0" 6'-0" 6-0" H.B.+ 5'4" 4'-0" 4'4" 5'-0" FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) 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 w z � CONTROL JOINT DETAIL SCALE:1 1/7'=T-0" #5 CONT REINF. SEE FND. FOR QUANTITY ;r #5 X 25' X 25" CORNER BAR ONE FOR EA. ' • HORIZ. REBAR, TYP. " U.N.O. .; • �; `*Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=1'-0" r Z M — o Z z Q U� z tV^)'' C� W r!o 4--i w w c E 0 oCo U LU Ix 8 dC-, Cf6M o o N LL 0000 c � LID Q rn rn Q d A 1 N C B D C k— N L.L cb(vj h- R Of umm To the best of the Engineer's knowledgR information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code- Residential 6th Edition. 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 0 (L)N > (n M O M Q � 'gyp a V) �L ^ <z zd oC V EL Q � §" � W Z J0~ J �z W� za �a z W Q cc oogo zwW< � 0 zO W .1 O��O O > = Q O� 8 r J z G nC Lo z ZD Ln 1 `n O •= ILL-O z = N O L"o 0 9. �c���o o h J C w0JoJ���yy U n: m s N Q J �az;� Q < �u Z ^ S Z W W w CY i <dR�i 8 J W ~<EzU u N Q Z wwz Q�Z k N z tuz m O _ az •-4 0- 1 cn I E SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 6.0 CKING W v x L0 0 c-1 rn N l E5 LO L0 tV N X) 0 1; i� N co o E 0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 H2.5A 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 - 1 Old x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH.118 10dx1.1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5l8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 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 -1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 112" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L 1480 WI 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 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 1 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 N2 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 C ROE 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.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d f CANTILEVER NAILS EA TRUSS — FLOOR TRUSS @ 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING SEE PLAN TRUSS BRG. `--CONNECTOR AT EACH TRUSS, SEE PLAN \-LINTEL SEE PLAN LSTRUCTURAL SHEATHING CO3 CANT_ FLOOR TRl1SS CONN_ SCALE: 3/4" = 1'-0" W SCALE: 14"=1'-0" (D z M O to Z Z Q Willow U) z Vn)' (9 W cn 4.. J w O ,,, E �N o 0 U �M w r 4a —8 9 M C f6 M 0 0 C:) Ui� " op �L rn Sao 9Q C3 B D. N11 �`'�/ =Jt 9 z 5-- P W¢'� <.. -Z ' 0° ,zoati�\\\' LL m � N. Q P1 N 4 oP To the best of the Engin+ tuts knowledge, infgcmAd6n, and belief, the structural plans'andsFecificatiQ(t�tl Contained within these drawings comply with tM'2'617 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O O z fV O a) n z > O M Lli 0. in 7— — Lr) Q C U- Q- F- • V � r- j CL Ol7 Q z o WJ l00 v' 0z W� za ¢F- z f F- Lu z it vzOp Q J zwwcx jlS- �QQ,zzI ii Lou 8 �F-L© z �Z J fz 12 z N3 o L0 O U = N —1 _ � U— W 8 Ln �* O O OO a Y o�S a ow o< zLuo� z w Lr) cau-s a " 6 � LLI LU V ~ z u �a1. N ¢ zI-g *k N Z 0 0 06 :5= a z cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 7.0 J X yv ` S6 TYP @ 2 STORY (4) CJ1 EJ7 M1 CJ3 . 1 ' � • � • S5 SIM. W/ BLOCKING CJ5LLLL A7G1 X I Z\ (4) A 11 11 K A61rr A51 A41 . . . . . . . . . . . . . . . . . . . A3. : '. . . . . . . . . . . . . . . . . . . . X A2. (4) I rn71 0A2X. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS N O4 A4 1. (2) 12d TOENAILS EACH SIDE OF FLOOR / TYP. 2 STORY G @ TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. • A5 ' ' LO c JN ' w S6 X A6 (2) TYP @ 2 STORY S LO A7G &(2) CJ5 CJ5 N N N 00 CJ3 - CJ3 v CJ1 CJ1 LEJ7 c 3 � C- C- C- w cn TYP. J cn w j o S6 TYP. @ 2 STORY 0 a E: E O `v c J N LZ 0 U 0 c U I U AP / a 0 0 I'7 M ROOF FRAMING PLAN W M SCALE: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 1i2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 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 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. l 18 10dx1.112 HTT4 2715 518" ANCH. /(20) 10dx1-1/2 J HTTS 4350 3740 5/8" ANCH. l 26 10dx1-112" HTT5 3225 518" ANCH. l(28)10dx1-112 K HD315 * 13 050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 10d x 3" JUS26 1115/1060** — 8 - 10d P 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 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 10d SPT22 685 8 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d H P 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'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 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS cel cs) (A) c+ 1 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR R� CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. z M —o z N z � :6 �2 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 L11 80. 6. Bottom field added rebar to be located at the bottom of the [Intel 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal load-0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T 8 lZ 2 FORM & GROUT SOUD _r of r O < LU LU O�Z#5 BAR CONT. 8F12-1B/1T (V) VLINTEL DETAIL SCALE = N.T.S. III i� Z TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T 0 t Z QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT L MATERIALS 1. 1 c preca tels = 3500 psi. 2. fc prestressed lintels; = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wt 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 A51 0. 8. Mortar per ASTM C270 type M or S. R BAR AT TOP ALTERNATE POWERS IN. (1) REQ'D 4 01/2 CLEAR STEEL LINTEL O 4 . M. U. #5 REBAR AT TOP 4 ' 4 O— — — 1-1/2" CLEAR MIN. (1) REQ'D_��_� 4 A A 4 GROUT \-C.M.U. —#5 REBAR AT :r (0 cn Lu 0 BOTTOM OF �E U) Z Lu Lu 0 '6 01 LINTEL CAVITY W Ul 5 - X L�u 8 Z * -BOTTOM ir a d o REINFORC CING D IN PROVIDED LINTEL < (j Z i� 6 LTU b < .. 3: �� > -a > #5 REBAR AT B( — 7-5/8"ACT UAL 40MINAL WIDTH 'T (VARIES) 1- 92 Lu (0 Lo ir <7 <57 AS INDICATED 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) ­1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 1 Od NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ E CL (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) E 2x8 #2 SYP P.T. BASE PLATE WIY2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL 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 cemenfitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL M SCALE: 1 1'-0" C14 5'-10" LL O 6'-6" LL O 4'-6" LL O 64' LL MIN. O 6-10" LL O 5-8" LL O 5'-8" LL O 5'-8" LL O 17'-4" LL CEMIN. LINTEL PLAN� SCALE: Y4"= V-0" !2toU C) C> co Ell U) O V) CD Q) C—/) 4—J Lu 0 L.0 V) E C) 0 C, C14 LU 8E 0) C,3 CD M a cc co E2 -01 m C14 0 0 C) C) LL 00 co 0 C13 n _�e I::- C 0� C. 7r, 0 CD DCFL 6 AI Wff N'c'B D C 0. 0, o� - m Z fZ 0 Z E LL U1, ....... 7 To the best of the Engineer's belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code -Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N 0 (U 1-01 4-J C) V) tD o > ro V) 170 Ln 0 — Ln LL Z C)L fa oC U CL OC) Z § E Z C:) WLLJ 0, uJ Z g Z Z Z 0- Lu 14 C4 01 UZ00 ME) ce Lu Z Z Z U it RU "t 8- w Ln Z Z >1 8 > Z H lcl� Z Ln un o Ln Z < U r*4 LU Lu 0 roz he 8 F� Z Lu 6 � U 0, co 0< Z < < Lu W 09 X 0 Z Z rl 2 2E '0 LU L0 q . Lij 6i 2: r 2`=05 � zuU � 1714 r-4 X < < Z . 8 cc Z �5 ('%4 Z Z L VZ 0 06 _J0 Z w SCALE AS NOTED DATE 3/30/2018 TECH: MJAMES VERSION No' 5ml SHEET NO. 8.0 WO s rn N LO LO N (D v x r- 0 O J N N 00 2 E 00 a li NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL T T HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES A I STEEL. IT IS THE PRESSURE TREATED WOODS USE CHEMICALS THAT RE CORROSIVE TO CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACC-C, ACO-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: FBRC 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 R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 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 308.4.2, ITEM 3, 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 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X22 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, 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 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 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 ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 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 6th ed. (2017), 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 / A615M-12 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (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 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACINGAND ALIGNMENT ARE T BE IN ACCORDANCE 0 CCO CE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: FV = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), 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. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0 of the building side wall. 4. FBC-R 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. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R 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, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R 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. FBC-R 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY T RE VIEW E V IEW ALL DRAWINGS BEFORE 0 E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CD zCD z�z Q a 0 L11 .T E co U a) M w =t) O CO N U ti 00 U) u') Q rn 0% ¢ 0 A 1 B Do NC�"o` \� N . Ci r.IIIIX, 4; LL W' CL O ". $ a c "v - 0 ti m 4 N - w Y�- To the best of the Engineer's knowledge, in ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z N O o r>-I M O M V) CO Lf) a 0 o 0 Ln ZIL U aOC) § E Z W wo O J d- €0Z 3R oc Za fi5 Qua Z , W Q2U UZZ f W a w 0'n SF�o N T .L W Z o fW � z ' ^ vi 3 � Y 1 O Lr) Z W 0 = N U 'o� o x O U � 0 C) o Po z¢ �owo Z $au-u- t^-I at LU L0 W Q Z an, 05 Z8 a~ ce N �k N Z � � Z 0 00 g 9 = " .-i 0- U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO 5ol SHEET NO. SN T3 LO rl- N CORNER OF HOME GARAGE SIDE iY v x LO J _ N �I E 0 x J 10'-0" TANK -LESS W/H H C G O O O 5'-0" a - c0 CD STUB -OUT FOR 1'-O" - I GAS METER O o ul � U O 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.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) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 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'-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX PLYWOOD OR 7/16" OSB 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 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 MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z + + +++ +++ + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL rn w C> STD. 90° CONT. #5 BAR HOOK —� STD. 900 HOOK BOND BEAM SIMPSC w/(22)' NAILS 1 CONT. #5 BAR #5 CONT. 5/8"D THRU BOLT FROM FOUNDATION TO HIGHEST ____1 BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN Q'J PLYWOOD FLOOR SEE PLAN FOR REQ'D� SHEATHING PER PLAN COLUMN AND CONNECTION �' I � ��� 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. BRG. WALL N.T.S. r 118" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bea®ring + F7- - 0V_- _Series -Dept I Ed Location ln i - ® 9 1 /2 2-8d- — 2-8d- �74 BCI 5000s 11-7/g 2-8d - 14"� -8d _ 3 8d 5- 8d -- Clinch nails -{' '�� f -- -- _- - 9-1/2 2-8d _ 2-8d_ when _ BCI 6000s® 11-7/8" 12-8d r _ 3-8d _ _ _ possible �\� � BCI 6500soi 14" _ 2-8d 5-8d I 16" 2-8d ---6-8d - 1 Support back of web during nailing to prevent damage to PP � 9 9 P 9 - -- 11-7/8 2-8d j -3-8d 1' web-f BCI 60s® 2) Blocklange solid between joists for full length of span. Tight fit 1 6' 2 8d _ 6_8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener , 2" min. BCI 90s® 11-7/8 14" 13-16d 3-1-6d 1 5 —16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max - 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when with side indicated or 16 6 16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts, N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in1�_or=20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 17 Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — tit lUU I ANTWI'itKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 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. 1Y" 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 1Y" 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. N.T.S. Joist hanger SIMPSC W/ (22) NAILS 1 R TRUSS OP PLATE T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I Im► ITI I ICI I TTT Nail with 10- 10d nails. \ Install tight to top flange. \ j SLEEVE THRU STEM SEE PLAN FOR °. • ...:. FOUNDATION INFO a • d STEM FOUNDATION <� Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. i 1/4"-2" gap r Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 I 0.6XJoist depth \�° I -JOISTS BUCKETS N.T.S. GRADE ° r-REINF. SEE PLAN L'A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE r1 11-\ !— \ /!— A T 1 /\ • I T 1 1 r\ 1 1 !— ° 1 A TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE � PLUMBING LINE q - _ 10 °.d d zl \ .° d A 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° d °i d° G a a d ° d ° d ° SEE FND. PLN. ol SIZE & REINF. Z fM C:) z� Q z C3 t) C9 a---J w �_ o ,C3 — 0 C/') E N 0 .� o m� U L.0 ~$ a� M C t6 CM,■.. �g" -a•I, _ y to w LL. 00 -00 o LJ C�!f Y Q'0 m �c u1 0 V a0o B D. �' ��J{ s ♦� �/z N ��, n.�. N N 1� o ` .3 N - lY :� o =: Ck r W IyL� Ci �, -0 g�' a < 0 o.go ' .;' m, W To the best of the F�gin. wudedgq,� rmliak' ,and belief, the structurai'Vans aitd �specil"itdtions q,QR'Liined within these drawings ct)rnply,�y' h thet ��}1At'�ldrida Building Code - Residential 6 E� 211 �4igineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 Z N 0 � r-. M z > (n 0 M aL0-gyp a tn•0� cu -9 LA Q ILL z Q U �- ap E %..i WJ Z to l:0 d' oZ 1° w� Za w¢ir� U480, Z 8 w QdQ �jz2 �2w a �o "8 ON W go Q O � �< U = N �W o� < YYu'SR 0 N J Q C3 w 0 o 3 g$o Q �az< $_X0 Z wrl LLI Q cw G Z a�orz ��o $w U ~~ a�Z N m N Z ZILIJ J Z O 00 g = Qo w rn T__4 0- (n SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. Sol SHEET NO. SIN 1 3 L0 g 04 N N I 00 LO cV c -o 2 to 1` O N C" cV I a c a w N 0 a 0 0 co 0 E U U N O a i a 00 to W 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 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. HGT. FOR WALL HGT. < 8'-6". 2 2x #2 SPF STUDS ( ) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W! (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS P. M ) �_ "' ELEV. 0'-0" 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 6x6W1.4xW1.4 ° n ° PITCH >4:12 (2) LAYERS TYPE I OR TYPE II ° A.F.F. �� @ 24 O.C.) 2 WWF OR FIBERMESH 2 WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. ° -I I I I °° . ° I �I I I= - o ( D I I I ° I l I I I ° ° ° c7 ° ° ° ° ° a ° ELEV.-0'-31/2"- ° ° °a ° ° O ° A.F.F. O 31/2" MIN. 31/2" MIN. REQUIREMENTS SEE R905 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — _ I -I II I I I I I I r I I I I I I �I ° ° 2x4 CONT. ° ° ° ° ° ° ° ° ° a ° ° N �I I " " r„ — ° ° ° •. ° _I I TI I 131/2 (m4n.)- 4 r00 -� -r r =- ° ° ° .: • ° - ��=L '31/2"(min.)- 4 1�11- 12 HURRICANE ANCHOR @ EACH _I -I I ` I� I II I II I - I ° ° I° ° ° ° ° a GARAGE DEPTH VARIES n I I 31/2 (min. - 4 I I -,�I 31/2 (min.) - 4-1 =I I I— I F, I- - I- -I P•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ :TyMETAL PL. UNDER EA. TRUSS g ° ° a ° I _- I (= —I I ��I I -,I'_ f _ (2) #5 CONT. I' #5 CONT. I' i MOISTURE BARRIER TYPICAL INTERIOR BEARING(2) 4" 1-48 � MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc,�� U.N.O. TYPICAL BEARING WALL @ STEPrcc NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP GpNZ�N�cJ��V STRENGTH CEILING EDGE sv°�P BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.0. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N���o s �cONS�N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8 C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 @ 6" 0/C � FOR WALL HGT. 8'-6". (Z) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W! 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd FITS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) 1/2"SIDE PLAN 1x2 P.T. HORIZONTAL SEE CClS3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. "J" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL .GARAGE SIMPSON SP1 w! SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3l16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS EA. STUD °� MIN. 2500 PSI CONCRETE SLAB W! 2x P.T. PLATE ^ � (6) 1/4"x3 1/4" TAPCONS SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR 'E " BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w! 10 10d NAILS - ( ) cv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR 1 w N _ END OF 2" x PLATE WWF OR FIBERMESH r , ARCHITECTURAL r- TYP. ASSUMED FINISHED ^ PER MANUF. o #3 OR #4 REINFORCING BAR Ui 1x2 PT WD FURRING @ 24" O.C. FINISH GRADE ? �,, ° ° ' ° z r ° FINISH GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =i [GRADE 60 MIN. Fy= 6oksi] 25" MIN. LAP MIN. LAP] a _ ° I —I I �I III= �? D,- „ 1/2 GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° co ° °. [30" J i ° • U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o FOR CLARITY D D °D _ °O p ° I- -III _ 6 MIL VAPOR BARRIER III I e ° I III I I -_ °r° _ I I I III I Z w R 1 7/8" `� #5 REINFORCING BAR -I " I I I I I I I ��I -I 1x4 P.T. BASE NAILER p ° III III III ( III z I > �I I- T #5 LAP SPLICE . (2) #5 CONT. p -III - I I I 3 1/4" BASEBOARD 4 x4 INSPECTION PORT AT EACH =1 I I=1 2 NOTE: P _--_--_-- __ 8 III— -III III - - c� *FOR BEARING WALL I -III= '' • _ ° :. I III III I COMP. SOIL. (COMPACTED TO -I I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIR gyp.) S 8 1-4 g FILLED CELL TYPICAL -III= =III=l _ _ _ _ _ _ -_ - - -=i W/UPLIFT ONLY - - - _ 95% MODIFIED PROCTOR ASTM I WI q I Ic) 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR cn - i- III- = =III- =III=III= = (= =III= =III=III= - =III=III—III—III=III=III—III—III—III=III=III=III=III—III—'' D1557) I I -I I I - 4" V.4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR= - -=III- -III-III=III- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE - "- - -"'-"- CONCRETESLABW/l a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH' DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4' S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 C SLAB INFORMATION. SLAB INFORMATION. _Z 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARI S 6 x 6 W1.4 x W1.4 , ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR _ ° - - z _ �. min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T M BARRIER D �4 1 N a ° a "v GRADE SEE PLAN FORAT 24" O.C. MAX. CONNECTION INFO M a . . COMP. SOIL. � ° '- a O° -_ - - - • E TOP OF BEAM & LAYOUT DESIGN (COMPACTED TO 95% - �- m __ - - (1) #51REBAR w//OPT. SEE ROOF PLAN A I �, c _ - - - - v °. ° a ° - MODIFIED PROCTOR -Ell ASTM D1557) S E N NCLOSURE -- ,AMI ,@]g N-� . I I FOR STRUCTURAL BEAM SIZE & - r- I=ll � I � a, N 3" MIN. CLR. - 14� I JJ w 4 4p.T. ICONNECTION INFO — I ch (2) #5 REBAR CONT. 8"-' PLATE STD. 90 HOOK SEE 3" CHAIRS TYP. 4" 1'-4" (T MIN , 76" UDETAIL) U.N.O.N O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ _ ) I z- I , SEE A/S3/J/S6 +l- TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 COLUMN LOCATION SCHEDULE OPTION #1 w 1/2" GYP. BD. > > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. 2„ HOLD N FOR �COLUMN rM FROM SLAB Uj STRUCTURAL SIZE SLAB STEP & RECESS S.G.D. 0h .-p,1 J CONT. BEAD SEALANT & BASE CONNECTION INFO. OPT: DEPRESS SLAB 5Yz" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND g a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° ° INTERIOR ZX STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ^ a " a -3 1/2" SEE DETAIL 16/D1 FOR COLUMN PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS GARAGE ATTACHMENTS & 18/D1 E O.C. PAD FOOTING PAVERS z _� CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ^ EXTEND FILL CELLS M • • EMBEDMENT 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, _ TO FOUNDATION PAD _ ' . • ••' '• CONT. FOOTING STEEL MAT REINFORCING. r I I- I= ° ` ' ' I I y `r PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M -- Z GRADE - aIT 4 - - - G •` .. T I 4 00 -I �r� .•.. .. y . :. (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120# CONCRETE SLAB - �, w/ MIN. (2) #5 VERTICALS FILLED SOLID SEE PLAN FOR - T I I I a° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� _ =-III=III ° a• =III=III=III=I' -I I ' % •, -I •� —7�I T I -_ '•• •. :%` I = I I .'„ .` ... _ 4 ^ - WWF OR FIBERMESH '- _ — M - ° Z w=I a w p `n = = = =III=1 =III w 1=1 1=1 1=1 1= c °• a ' •I • _ = ° N ' = BRICK PAVERS or SLAB PER o V =1 • •' - - - ° • . A/S3 J/S6. I ? II I,� 13 • I SEE A/S3 OR J/S6 I I I 13" —III— i— — a l 0'-01, FIN. FLR. MMUNITY SPECS COSEE LL - - -- M 6 MIL VAPOR - = 1 i' � - - �, � - - - - _ - - = 4— - I—t - Q =11 FOR REINFOR INFO. MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE BARRIER _ I I- ' =1 I I=1 I =1 I -1 I I-1 I I —III- III—III-1 I I-1 I I=1 I I I l f-1 I I —III_ � I—III—III=1 I I=1 I I I I -1 11-1 11=' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) =1 III I1-1 - - = -- �:: ; .. �.:: : '.:.. —� 1=TI= PAD REINFORCEMENT 3" MIN. CLEARANCE SCHEDULE) 1 8 (2 STORY) " 1-8 (2 ST RY) " 4 4 .;, :; • y (SEE FOOTING WIDTH • • CONC. PAD INFO. l��., SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3'4"- "° SCALE: N.T.S. JC3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �, zo -o z� a U) z Q) c w 4-' •V — 0 to M- E C/i o 0 m M m W E ■ fi t' ` C m cM In.1 t4 O o 0 cfi.>rt.= U `� � ti co ca C2 Y i z o ¢ rn FL �v M <C o A I I B Do '�* 11 CO .N OG" � tiler �.;� •��; o .,� r- yy_. � �: =0 - R rq �j '-:- :' ''-• ::;','.'Y flea To the best of the Epeineets kpowledge, irifprrY"1on„!Il belief, the structural"p;{gns and ipecifLcafipOstontal within these drawings tBI with the 2017 flgrj4a'� Building Code - Residential Htfit�ip9 j4eet s signature and seal is only for the s4&661 engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0Ill �1, U) M O M a � a " U- a H LL aUa'� 3. �.. Z WJ c:) or za _3 _ Uz QOU '00 Q 2 w w XQ U Z Z z �W W aJ Q ��o SF o - N T � J Q Zo Q U ` z 2 Ln c � Q) Z o L0 �z u = fV Q L 1 Ln J o 0 U.w� a . N Lj— Z<� �aa3 Q rows So Z W LP) uj < ? J T-4 LJ.I Z O uj ~ tV Q Z ��Z � m 0 _ Z z �. SCALE . AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5 . SHEET NO. S3 I PII"11 1' 11 1 ' 1 1 1 J 12 � YP) SEE ELEV. (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 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 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 SIMPSON SP1 w/ (10)10d LO NAILS AT EACH STUD 0 0 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 I AND FILLED SOLID W/GROUT 00 1 #5 VERT. IN CONC. FILLED CELL W/ —� Q STD. 90A HOOK IN K.O. BLOCK LO KNEE WALL ABOVE MASONRY WALL DETAIL CV BLOCKING (TYP.) ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. r- 0 0 N rn N � 4 I MOUNTING BASE NOT SHOWN 93 FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB ff TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE N SEE PLAN FOR FOOTING o DIMENSIONS M IM GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. iI�►�IWIu111�i[�l��il��ti3l`li•�: STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / a ° d 11 8" STD. 91[ HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LLI NOTES: 1O 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J k LRENNOWNWOM Q r W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �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. a BOTTOM OF MOUNTING 13 POURED CONCRETE BASE FOR 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. 14 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) EBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL d d d w a DOOR STOP c� d MOLDING vZ < ° 2x TOP PLATE T GARAGE 2-16d NAILS @ 24" O.C. OR 2DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH 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 --- SIMPSON HETA20 w/ (8)10dx1 112" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT 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. 90' HOOK IN K.O. BLOCKMTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF sr8„SPLICE STAGGERED �1od@8°O/C SCALE: N.T.S. S 4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDUS-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT STAGGERED FROM BOT. A/S3 FOR ATTACH ALL J EXTERIOR STUDS 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE PLATE TO CONCRETE DOOR TRACK W/ AILS MIN. 8" EMBEDMENT W/ WASHER & REINF. INFO. W/MOUNTING ANGLE TOP PLATE NUT a • FOR EM USE DIA. x 12" EPDXIED A.T.R. d a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC 8" MIN. EMBEDMENT w/ WASHER &NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD ° • FOR HDU11 USE 1" DIA. x 12" EPDXIEDA.T.R. TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 HTT / HDU TENSION TIE N SCALE: NTS S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON Q 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 SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) 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 SFF �Nl'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1 /2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op 4,4 U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 FF 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECES LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 a d d 40 d ROOF TRUSS ABOVE 2X BLOCKING S NAILED INTO (2) 16d TOENAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) J-BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX SP4 SP4 FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'4- O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING A / o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 J(D • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 Z M — p z z Q a to c� 1--+ w rz o 'U — w �� o0 04 U W 8 a� M C f0 M CNI O = N U p -LL 00 0 C n n. <C 0 a Al I D D. NC�B D. C 49 111 �� ;gym �� ' Zg� u Q�r4 1.r o . m Te To the best of the r�$inee2 n`owle fe,, at' snd belief, the structurafpEAns and speclflca'tions coq�'71ed within these drawings comply,'�yithtihe.2R}7.Fibrida Building Code - Residential 6th Edll7oni Iridineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O a) n r > � O M 4.1 a In•L� v�� �- z f - , M oC Cj � a� Q z Z � J W J oz uo zg 'z ~ C'a dazOIr 0 gLUW0 z 0 �1 Z W x - LOU�8 O � u pO gZ Gr FR J f z H Z z c L ' ^ y 1 z zia U = N cn J W W 89 ,�z Ln F- ° C)Q O L1J Xis N N 0 g 0 Wz Q � a3 Z ^ 7- 4 Lu a�0, (Z Jr-1 Ln L U Q Z z o Wz �� N Z z yL z m O 00 _ ¢ Z uj rn r_1 a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ml SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR 45°± TOP CORD BLOCKING ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 2X4 CONT"L" BRACE TRUSSES @ N 1 SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ; • 7/16" OSB SHEATHING FATTACHED & (2)10d TOE NAILS @ BLOCKING W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2X4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL N N NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS L x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)114"x3" ) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR N r SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP T CO NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d /� `7L�11i 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2j 16d NAILS SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 0d NAILS @ 6" O.C. W/ 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (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 & JACK TRUSS O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED v=,r SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL -ARCHITECTURAL FINISH OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 2x4'7 ON TOP OF PANEL -- \ OF I t1t LHJ I LHMIIVH I IVIV (�rr��.� rto o� tvrvly rvn rr� ) I BLOCKING, FASTEN WITH 2X4 tiLUGKIN(i W/ 10dx3" @ 4" 0/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION ` Ta EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SECTION g SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. LO g L0 N I N o MINIMUM 2x CROSS BRACING (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 3 1 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 Cn N CROSS BRACING DETAIL I SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 10dx3" O/C @J 2Nx\ TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL NAILS ....... ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. =1 FTf I I I I N't 1'r I pal II I II I II II III III � �I� I II I II I II II �I--rill I II CONT. BEARING GABLE END BRACING DETAIL Ln MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. CJ'S `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING w SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C 0 z w EL • SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE K7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. ale � a it III I ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATION (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-O" 3'-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 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"X1 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)7' 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 1-13 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 AT 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 z M _ o anffi zCO z� Q w 4--J O c E CIO� CN mCN U t_w gg 7 r E a� m cli :, _ U �U-m 0 co CL � o Q rn ¢o B D. N C B n c = N 2+ Z msop " R � c'o b�'a i o m .m o ,U 21 To the best of the Engineer's knowledge; inforrn�4ibn, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O ON z O 0) N (O � CD M a v�•��t � a)U- Q ^ U p- OC) Q E `. WJ z C:) oZ 2 ix 0 Zaa w¢�� UZOp Zix WZQ�Q �ZZ -f- 0WE8 ��8!j© ZZ z o z g L 1 C z J Q U = N 9f zZ O p Lr C x U CD U28i O ¢ a aQa Q �owz 8��� z r-I �_�ag w 0, w a�o�Z J� Q W Q z FLXL Lea w~~ g Z N N o W g LU J O SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AM ES VERSION NO. 5ml SHEET NO. S5 it d Ln g .r N N I i Do T3 a LO N it m LO i� a J N (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 SHINGLE ROOF rFOR UNDERLAYMENT 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 THING TO 1/2" GYP WB (2 TOP PLATE W/ 8d @ O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K 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) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LU w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = 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 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX, EQUAL AREAS. FLOOR SYSTEM ETAL SEAT �PER PLAN 0 OR FELT PAPER FOR MOISTURE 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 n 1x WD FURRING @ 24" O.0 E BASEBOARD E MIN. 2500 PSI CONC. SLAB = MIN. PSI MAY VARY PER MUNICIPALITY o ^ J C d r a.. co II— — I��T _ 6x6 W1.4xW1.4-1jir—° d a Q WWF OR FIBERMESH 'I 11-1 I —1 I 111 a.° STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 u I —i i—I I (3) # 5 REBAR ON 3" CHAIR I I q" '''l11�I I _ ,I I-1 I I STEDE DETAIL) W/3" MIN. CLEARANCE ( ) TYP 2-STORY WALL SECTIONr� SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD F 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: "USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"1 PANEL BLOCKING @ 48" O/C FOR THE FIRST T-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING f.PLAN 2"1 CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SCALE:3/4"=V-0" S6 ' 2ND FLOOR FRAME CONNECTION R N PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR10I SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. <- 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8' 6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2'1 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH TE MEN - A 1 '-8; I,�I�Im I I IM 1 81 i I 8' CLEAR NCEMIN 3„ INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4' 1'-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING t REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI t F SHEATHING W x SOLID 2x V) C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a cwi C x � w x E I- 2x STUDS BEYOND. U) SEE PLAN o 0 U) I I I "-2x4 P.T. BASE 2x RIBBON OR VERTICAL '_AHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. Q 4 FT. O 2 2 5 FT. 4 FT. O O O 5 FT. 4 FT. 0 O3 1O 1 0� 1 4 FT. L FT. O O 0 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 a 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 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING Q Q SHANK NAILS) = NOTE: rn ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD 0 j w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 U,wF-O, > < � 8 in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 0 t-- O LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z F_ 0u ¢ w STUD AND OR BLOCKING AT ALL EDGES. _ ('4 , ILLN LL A MINIMUM 118" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S ZI3/4" S 1/2" 1f2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q 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 OO 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 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" 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. VFRT CAI RI OCKIN S6 & NAILING SCHED. SECTION X-X SFFO/,1, 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"1 OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ 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: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE NiFR��R N� 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 AT 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. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH C • d d e n d ° C-1II�III-III-II " -1 I -III -III I I A. ° IIIIIIIIIIIIIIIII _ I (3) # 5 REBAR ON 3" CHAIR 4" V-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 SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2 (1) LSTA30 4'-9' (2) 3) (2) (2) (1) LSTA30 (3) (3) 1 (2) (3) 1 (2) 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE r- @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 zo (D Z Z Q Jl Cl- U) Z V) CD aiCfD 4-1 w 0 w to ov U mM 11J t E — C m Cl La O M O o 0 Y� w U8 2 LL 00 00 C e Natio 2,Z!, Q rn a ¢ d MD. =J4 N Z J O M U) Z � �=u- o � a WW Pw'g V z O E�. > W <� o To the best of the Engin"r's knoyu"s, inforMstion, jq1 belief, the structural plans'4nd specificat'Oris ' contaate#`' within these drawings comply-WRhtlle ZC17�,�1Qt Building Code- Residential 6th Editibk?1a9hfeer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON z Oar, z > O Ln Q 11 cn •L d- 0 Q LL Q �M V a00 Q § ca z WJ C) W za �a w¢ceof Uz00 ZLU =zLOU O�5_o U F zz >- o > �zX:a 13� n n3 C Ln z �¢ U T = r , v /� Vz w o aU�Uo 0 ~ J G Q w 0 0 C) Uce8 N LL Zap Wa¢3 Q ��fo Z o �WO '� ILIA Cy w a6o� J � Uj � oZo < F (V Q Z ¢z N Z Z � Rz 2uj �o `z rn ,--+ a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. S6 L I 's LO 0 0 00 I i T3 LO r` LO iY a -o x LO r` 0 0 J t7) N IYIV 1 I , I V1 I VV IYI'�I FLAT STRAP FLAT STRAP NAILED ILEDD TO RISER AND THEN WRAPPED AROUND STUD 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. E 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" a I AND 1/2" GAP TOP AND o BOTTOM, GLUED AND z I NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED i 2x4 PT NOTCHED INTO a STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS N E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \VS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1 /2" NAILS) I 't2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" STRINGER MUST MAKE FI CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 0 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL '--2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / / `- 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTI ON VIEW "A" SECTION VIEW "Bit SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J ROVIDE MOISTURE PROTECTION LZATTACH ALL COMPONENTS IR TO CONC. W/J" XPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / SECTION VIEW licit SCALE: 1" = 1'-0" / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 2x SYP CUT TO FIT MUST NOT TOUCH STRINGERS BEARS IN WALL 2x12 SYP BEAR,13 E IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING FOR STRAP /2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (114)4)10d d x 1 1/2" NAILS) / AT STRINGER CONTACT POINTS \ � N VIEW 11D11SECTION VIEW "Eli SCALE: 1" = 1'-0" 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 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" 'lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK `-2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2X4 BLOCKI C NOTE: 2x8 DRYWALL STOP \NOT SHOWN TOP OF D ' STRINGER CONN. TO BOTT OF NEWEL POST PER CONTRACT M FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 11 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. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: I" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO GALL BELOW 1 POST LET INTO ILOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT _TO )ISTS) H 2X STRING R 2X B O CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTI ON VIEW "Hit SCALE: 1" = 1'-0" / ^ V7 V �_ z m O CO Z z QQQ Q a V z c, V) U' ^'' w Q O LU E U m r- cm III ✓i .- 1— i= 'rd�rst;lV _ m C f0 m C N 9 O Uri C 0o0 Y to pQo er B D. N co G iO •. .'/y� N M LL., W QZ)O - Z�5jtCP Kg IUL W-dNa� o To the best of the Engineer's knbWledge, infofY.tiatiort,-�fnd belief, the structural plaiks and SpQcificailohs i:ont;Algt'd within these drawfni comply with ttr -2017 F4W C)a' Building Code - ResidentjW rath, Edition. Fngl4aper's signature and seal is only for thestrutturai engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O a) r-, P-1 a_' O > U.) M O M Q U-) '(0 Lr) C LL �cn Q ^ OC U fa 00 a E� Z WJ 0 �- z u zo a f r~ w z Y o ��30 n=, z z o�W8 U W Z Z �o U) fz � w 0 z U r-4 z o� o Ln 0 N O . < U 0 U o o< N zaZ¢ I� � CYLL Z Z J W oC LL w Qr LL W a� � ri W Q Z z! *WZ � N N Z tj z m 06 � = J0 aw SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. ST a -o Lo 0 CN N N I E5 a in La CV c -v 'o 2 0 a O J N N N I i -o 0 3 a ON O E E O x a J On U a 0 c3 U 0 a ii cc 0 CV M \ 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 ( UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 —_ TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 DO NOT DO THIS ` ' 2"x BOT. PLATE W/ 2j 10d @ 6" O.C. ( FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 ` #5 REBAR (TIP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO PLATE „ 3-1/4" LONG), 3/16"� FURRING 3/16" 0 X 3" LONG FURRING FURRING 3AP 0 X 3 LONG #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELDTAP O. BOTTOM W/ 8d D 4 O.C., 2 ROWS STAGGERED ST X8 TAPCONS TAPCONS STAGGEREDNX8 INTO STAGGERED @ 16° (TYP,) ` ' 1X8 P.T. STAGGERED @ 16" O.C. BLOCON.K@ BLOCK@ SPACING „ O.C. 2-ROWS INTO 2-ROWS INTO 1 DETAIL ' JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 11 3 DETAIL eD. 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 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" ., 1X4 P.T. O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4 NOTE: LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( D BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS / 1 X 4 10d @ 12" O.C. J j FURRING _ — 2X8 P.T. WITH 3/16" 0 X 3" +2.. NOTC @FIRST COURSE ' - � SIMPSON HGAMI OKTA @ 12" O.C. W/ (4) 1/4x1 1/2"SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ' ` TITEON INTO KBAND O.O. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1I411 DETAIL NOTCH WEB AT THE +5A FIRST 2 COURSES ' ` BLOCK/4"x23/4" BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION K'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 UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =16110 # FOR 2 STRAPS FILL 1st 4 ES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLIDW/G OUT ,f 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG, AT TOP BTWN. 114" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w! (4)1/4"x1 1/2"SDS 1/2" DRYWALL * 71 SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE IN IN BRACE(S) 2 x 8 BRACE/ BLKG. SIDE TO ALLOW FOR INSULATION ,a :'.. 7/16" OSB BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 IN O.S.B.OR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE . POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR il FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN 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. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 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 1 1/2" 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 2'-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 V NAILS @ 8" O.C. X OTO TR FRygN TO TRUSS TOP CHORD ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16° SCALE: N.T.S. SS O.C. 12 + �FNCI N PLYWOOD SHEATHING 1'-0" 5'-011 JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT #5 BAR /4 MAX 2'-0" 8" TRUSS + SOFFIT .p . , .' p D ° 10 ' CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + d ° H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS(10) EACH TRUSS 2X4 SYPo s p ° p A / iv ° CHAIR BLOCK ! 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) s� CONNECTOR ® - — p • MONO FOOTING - - •D PROVIDE 2 x 8 DIAG. BRACE BTWN,, SIZE AND REINF. PER PLAN • VERT. BRACES WHEN HGT. OF AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - ( 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. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .p • DIRT 4 � TO BE INSTALLED BUILT UP PLWD. BUCK - -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 s 90' HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'Y�" WOOD FOR OVER HANG FILLED CELL, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _ • , , , �� , -, ,� INSTALL WDW, REW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" . ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND 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 EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 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 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD > #5x6' EMBEDDED INTO EXISTING BOND BEAM E PER ANCHOR INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6.0 MENT & ` EPDXY MINN. 6" EMBEDMENT SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F . 3" MIN. EDGE DISTANCE 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 ° p 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p LU a A REINFORCING AS FOLLOWS: I ¢a. 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT , e : P ~ PRESS PANEL REINFORCING INTO PLACE. — — p I M v Z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ p EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ I — FILLED CELL SMOOTH. DO NO FURROW. ° N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p. . p - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e , \ w O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE OE M REMAIN FREE OF MORTAR. Z \ \ GLASS BLOCK INSTALLATION NOTES H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SE . N r • p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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. j 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. U z_o z�z Q V) U G YU w o T E i� N = o Mo U W a� M 3, M l0 cm, O o0 ® LL CD Vco )CL y Q U) p :s 0 Q O B D f� O o d M �.zU) a N L.L W LU N a F C W`LL No Q4. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. >t O Z 0a)r, t.0 l/—I O M Q� uLn a V) d- N Ln < C L CL \� oC U Q � Q ... Z WC:) J 0 J €0z 3Q zd a¢ f F uj UZS0, gyD2 O J ¢ £ L) U W T z N Qo J oC ' r) �I N O Ln 0 = Nuj J oLL Ln ® W WOJ°J• a: .0 Z W I� W o Wa W <�0� 6 E 6j Q aW� Z U Way N N Q Z�z k N Z Z co 0 06 g Uj = Z aLu n r-I d (n SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. Sis SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM (2) 12D NAILS --J AT 12" O.C. MAX BEAM as RAISED ENTRY CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 3 El AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSSi COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v ITf * 11 i 14 TB ? PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SIMPSON LSTA18 SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7l16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. qtt 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION 11 -1 r FOR ADDITIONAL INFORMATION A DIAGONAL 2x8 #2 SPF RIDGE BEAM WOOD SIMPSON LUS26 w/ (8) 10d NAILS • o MAX-0" 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS "k SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON CN TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2-0"0.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. IA�_COLUMN COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS SIZE & TYP. U.N.O. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION �+ N N 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLE SEE 2/D2 FOR 0o T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT BEARING SUPPORT - EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) a LO A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF N SEE FOUNDATION PLAN FOR MORE INFO SCALE: 1/2" = 1'-0" DETAIL a@ INTERIOR BEARING r `5" SCALE: 1/2" COMMON B M . ATTACHMENT g LO WOOD TRUSS o A PR(1\/inF= RI 0G:KINC, AT Al i TRI ISS REARING, SCALE: 3/4"=V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDScm cm TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d o ATTACHED PER V ADDITIONAL SEE PLAN FORNAILS NAILING SCHEDULE V "` OUTLOOKER 4" O.C. INFO. ti SP2 w/Al2)AOd NAILS ATTOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 8d NAILS AT VALLEY TRUSS INFO. " 0 16" O.C. W/ (4) 12d Wit_ --�— COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP —T�--— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON 1 TO TRUSS W/ (2) 12d TOENAILS NAILING SCHEDULE Q PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS p EACH END ( BETWEEN TRUSSES 0o STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL v BOTTOM CHORD PLATE MORE INFO. TRUSS STUD) SCHEDULE SHEATHING ATTACHED N VARIES SEE PLAN 2x4 BASE PLATE W/ PER NAILING SCHEDULE " 2x BASE PLATE W/ (2) 12d to VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD / NAILS @ 16" O.C. ALONG W/ >_ _ " SIMPSON LSTA30 w/ o - ROOF SLOPE - J , (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x _ - 1 1/2" NAILS TO BLOCKING EACH COMMON / BELOW @ 16" O.C. h WOOD WALL MIN. 2x4 #2 SPF STUDS @ (14)10d x SON 1^1/2'1NAILS TRUSS/ FRAMINGco OR r, SEE PLAN 16d COMMONS) T� 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM / / r r �- -�jT SE TRUSS. 2X4 CONT. N 2 Y s ram, SHEATHING ATTACHED BELOW @ 16 O.C. 1= NAILS EACH • MASONRY WALL BELOW: SIMPSON I PER NAILING SCHEDULE & � � - - a STUD TYP. T&B I � '� PLYWOOD - ... 3 12d TOENAILS TO O HETA16 w/ (9) 10d x 1 1/2 NAILS @ FLOORING SEE PLAN FOR PLATE BELOW - -- — - - -- TRUSS OR MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, a o MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 0n O.C. i °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. IZ MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' H SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR TRANSFER INFO. SECTION aC� FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL � SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 M M SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = l'-0" SCALE: 3/4" = l'-0" SCALE: 3/4"=V-0" W DETAILS & SECTIONS z C o _ z z Q a U) z a--� t „ 0 LU E o0 �V) U W Epp v� CM r- In M = L E 00 U� �Q� �1 Q CD u)0 m Q o A' B D. NC.aDC C? 2,cp so " ? � W ! OW 9 __�Qo a4 z °ti -d N m m Z W .cq Q U - U O 0 To the best of the Engineer's knowledge, information, drld. belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0(V Z O�I� c) t>- M z Q V 'f0 Lr) a V) 'L v- En<L z L_ LL W U Q Q ... z � Z � WLU J � d' 2t E¢ r~ zz oo8o zbw z� �$�jw o�u_S "8�© U Z Z Zo �C O z � U Z L1J un -a L n z- 9w o = N x oLL O N J CD ¢�o X �jg C)Lu U�oCL A W a J Wo z< Q Z u �o w �tiiQ�= W 2:z 0 N Q Z¢g *k N Z L z Z -{ o m 06 Q w = 8z LU SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. D1 C r- CD r- N N I i J u7 N s_ Ln 0 N N I i 0 3 Q N C, a 9 0 0 i LZ 0 15 CL 0 i .o 11 00 N 0 M M. (1) SIMPSON LSTA30 w/ (22) (2)- 12d — GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SP4 w/ 6 10d x 1 1/2" ) TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. EXT. SHEATHING BELOW AND ALT. MASONRY WALL CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 7T SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ® ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE t� AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTARBBON INSTALLED AT EA. END OF 3ER DJAMB °• CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADMIN SE Q/S4 FORR) INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d 1 Od (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •° SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL •°• V0.VERIFY W/ PLAN 8d NAILS @ 3 O.C. JOIST SEE PLAN (2) SIMPSON MS I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM O° 8"o•c FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: 1 1/2" =1'-0" AJS BLOCKING PANEL @ 24 JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" = 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS E NAILS FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL r2I GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1!2" = 1'-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 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. NOTCHED AT HEADER LOCATION - (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL}@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN % OF CRIPPLES IF LONGER THAN 8" Tyi t q 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w 2 / 12 TONEAILS ( ) FLUSH w/ THE E OUTSIDE S E I�I V 1 10 NAILS TO STUDS ABOVE & 1 d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (} 2 - 2X SPF TOP PLATE � SEE PLAN FOR SIZE l 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE - (2) SIMPSON MSTA36 STRAPS w/ CONNECTION o, EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" IT BASE PLATE „ 2x CRIPPLES @ 16 O.C. 10d x 1 1/2„ EACH SIDE 2-STY. FRAMING B O.C. TYP T & -. SIMPSON SP6 w/ (6) 10d x C B B ICI' C PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B () 2 10d TOENAILS AT EACH END OF (} BAND JOIST & BLKG. _ 2 2x#2 ( ) 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. I WALL) @ 24'O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER ° JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING CE DING 6 FEET S (BLOCK SOLID TOP PLATES �� BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C• COL. SIZE is `' 2 x 4 #2 SPF STUDS B G INTERIOR HEADER O TYPICAL BLOCK WALL CA OC PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) " „ AT 16 O.C. U.N.O. x G T W/ 2 12dTOENAILS. 1 2x SILL PLATE O () () EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8 ANCHOR BOLT w/ X HEA ADER DER E F SEE PLAN TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) /� 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES 16" O.C. w/ @ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE / SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE "� . - - — - � - - � h ,. � -- -- TOP AND SIMPSON SP1 w/ 10 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3)12d TOENAILS T&B SEE FOUNDATION PLAN -�-,- —'� � ANY GIRDER TRUSS IN HIS TUA SITUATION. CONNECT G.T. TO 2 ST. INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. 5 FOREXATTACHERIORN STORYILING WALLS N HEADER CONN. @ 2nd FLOOR 6 STUDS BELOW BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER CRIPPLES ARE LESS THAN 8" 7 (IF SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = V-0" �- ` ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS 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 I, - - CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN 3 2x #2 SPF STUDS () @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE QlS4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER10 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. ��F �2k4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 8 T TOP SPLICE Mj� 0p (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. • (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/j 2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft 2 2x SILL PLATE W/ SIMPSON • g LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FORj. FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTw/ (7) NAILS & 1/AM 6 TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 01 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" u, Z M z�z z W L/) 10 w —1 LU s cNIDo 0 U t-�-I NM C� ft1 M o0 R_ _r_Ill 00 i� N 8- Lo ao ¢ MD. - �,o o Z Z OCR tam: .? ., LOU lOL, �r: LL.� a �� N a•i'� 'C �d fit! •47 Jf� n • > .. W'i To the best of the Engin ;r's,knd dgen�rmationsaird belief, the structural plans 3h4vg�{ifications ccin*r eH within these drawings comply wittlYl �Wda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O �cV Z 0 � rI Ill in > � M O QU-) M Ln °' •'_ rI Q L_ � u' Q z F— , fn � V a00 00 Q z § E W Z J� 53 i� w� za fa -- 080, n al a0!!jw U) V J o�u_8 V�LO > J Z p � gZ }o £Z W U) o Li W = N Q o� ¢YQ�Q 0 � J C) X U N A zwo 0 J Q 'C(• D u f n Z u- IAA (3V_ 2W Z J LLJ ¢�o�Z it 6 r�-I LLJ � Q H 0 gam N N Z z Z m Z Lu W Z do a O 00 � = z rn ,-i a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. D2 it c a� v Ln 0 Q r- N I i a LO r1_ LO 0 c 0 J cV �I00 cni n i io WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN S: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 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 Ry DO NO- BOTTO n enir_i SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI! UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 2 4SHING M WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V 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 RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH Eon WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDEDVADHERED ADHESIVE THROUGASPHALT ADHESIVEFLASHINSELF-ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) l'J "SELF -ADHERED FLASHING SELF -ADHERED FLASHING 2 a 3" MIN 4 1.� �.. ,,... 1O 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER / • LAN 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 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 R703.4 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. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavil or 9 PP 9 PP 9 P rY Y penetration of water 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 G in 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 NOT USED NOT USEDMIN SCALE: NOT TO SCALE taft 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 corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z M 0 (D z� J U) 0 Ln C Q) +-J w �_ C) OlU C � E �Vi o0 C)LU dM v=4 8 �tg 0 0 0 8 �LL00 co U� C mCo ono 0 ¢ rn V7 21Vv Q o B De N�` J 20 C=) � N p N_ N O aN0 Z M 8 N M Z Z O Z p m� Mr m I--1 O C LL LJL Z7 JU �� N W - € W W ci < CL z Z 0 dqa ue N E � o 0 m m 2 Z {pp �� N U J D W N Q C> O 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 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O c1_1 O v N IqfZ " :LJ C:) � �Mo M Z 4-1 Q to ro Ln 0 Q Lr) Q " LL CL M � V ry Q C 0000 � � Z WJ � J oZ W� za f¢ W Z, a! UZ8o ZWW� Su ZZ 0W C S J ���Z o T Q6,-,) Z Z 8 > W C) E z 0 Z LL O O � o a u = NLu LU 882E a - 00 F OO � x O O a .V.yy U K 8 s �g0Q N Z W a J � Q d- N a0w3a g I" X Z Z ,--1 WS9g a't 0, �i J rl LLJ W Q u_ ao 0 w 8 212< N N Q Z�Z Z m Q z a z O J = V)Lu SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5 . SHEET NO. WP SIMPSON StrOrigTie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: I. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 118-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood speck gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. [CC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/302018 when it Wil be re-evaluated by Simpson Strong -Tie. Please visit www.strongte.corn for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.9W.509g. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dwdBDW Engineer, Southeast U.S. Branch Page 1 of I Simpson St o g Tia Company Inc. 2221 ComtryLane McKinney, TX 75M Phone: g72.542.0326 fez g72.542.4135 w .abonatie.com 4 USP Coremators > < simpaon Coralectors > VV No. Florida 111111111100114111 Prodtmt 1►ppttwal NO, §aahra ttott Report 84sia (2" -- Simpson Ste* No.. Floirlds $10hrolkle Product Approval No. Eve ua.wt Report a (2018) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2808 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856A ESR-2549 HD212-2 FL17232.3 ESR3445 HU212-2 FL10856.4 ESR-2549 H0216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 H0216.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H026 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL1045624 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL1045&26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212.2 FL17232.6 ESR-3446 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS25 FL10655.111 ESR-2549 JUS262 FL17232.11 ESR3445 LUS26-2 F1_10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 F1_17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 F1_10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 F1.11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2608 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-26M MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU86 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL1045&6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL1723&3 ESR-3448 H5 FL10456. 15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 F1_10456.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SPB FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2813 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 F1_17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 F1_17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3446 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 F1_11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FLI 1473,12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermeTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461S +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +6T0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 F1_15332.1 - FL15332.5 +40.0140.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential W1ndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (6X7) FL15279.85 +38.01-42.0 psf Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst slit) 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undenayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 9W FL7849.15 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 N/A 5.SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Stour Panels FL17869.1 N/A & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N rA U N Q C:)-O O .0) ICU V -0 Cn = N -0 (Q pL cu ,a Cn .a a O 0 Q C An E W a_ F - Cnu -0I 0 .0 '�/J0/-� V cl Q Q Z W J ^te^1a W W CIO O It_ CL CL U O OL (W V M m n� L UJ G Q (I1 Z Z Q J 0- SHEET NO. PA 1.0, N Florida Daparhwd of Business & Professional Regulation Florida DepartrnsM of Business & Protasabnal Regulation Florida) Department of Business & Professional Regulation Building Codes and Standards ram.' BuildingCodes and Standards Pep 1 Building Codes and Standards P.Ia 1 Florida DMDarURsnt of Professional l Regulation P.pe 1 a 2 ; Product 1a2ma Product 1 Application Detatl Approve u6rmle Product Approval Application DefaN +pate Building Codes and Standards Codes a d 1 am,e O Approval A Ikatlat Detall PPro Product Approval Application DehN (D O FLMM"1� DamEaa■ Q O 290 Dmt Yeolm Emlmor G2mm AarmLlLmer vAdeeedw 20 Nit Yamtef Wood Nit mGAemTri Aaeanf paper G9fa Aolb(.or v.krteda Nett aft NMLbmm ma Bt2il4U CU �ma Yam lmrlMem )laud AoalreclYrer Yemradp( YYprm Liselaf ffirA■®nl Aaamenf map Revtelon 2017 TMm4-Tru Corporation Rids N110M Lyndon F. ScAmkµ P.E. Ryan J. IOnp, P.E. 10I152017 07/17RD17 10n8/J017 12117J3017 Appmvaa lutae mamba RavNbn 2017 Messina < TMrma-Tru COrporalkn 20" CmldulLamn Rik YWipltl Lyndon F. 9eNNtlL P.E. Ryan J. IOq, P.E. Yams aubmaid 71MM7 E10Aogmd tOH6Q017 07/17/t017 f OV18R017 12112f2017 Approved W12*01 pros � Amrcm Naot gam adLb am Nam •� Revision 2017 Themna-TM Corporation Rick VWQM Lyndon F. Sdw*lt P.E. Ryan787,45,P.E. 1W162017 OTM22017 fOMS2017 12/122017 Approved nor! YlO� 1 I Yid NIA AaO� )far GYpory: Exlerlor Donn (41% 29&17b NE13409 (813)787,450. C.Ypsy: Exterior Doors fubCatepory: Fxteda Door Aaemala (41%29&1740 PE43409 (813)7574666 rtice@rwbldpcerpuaris. SubCab : E : Sue Door srrbCMIeOorr: SwYpYq Exterior s (41% 29&17b PE�.T4W (819) 787-0666 rltltw�n0ltlpoomuhnb. Revision 2017 TMmr-TIu Corporation Rick WrIpM Lyndon F. SdunML P.E. Ryan J. NYq, P.E. 10H 62017 07/1212017 110MM 17 12MY2017 Approved I �,;,a V �r atrbCMeOOeV: SwBginp Exterior Dow Assemblies Cerepeeae Merles, Evelumbon Rural Bans rldn.' mtmgwmupanb. 00nn Coniyrroe Meares, Evaluation Report hen a soon alu Report loom a ' Evaluation an Licens hem a oorrr ,; ur Suri Donn Ex1Mla DoaAMema9ee ace: (419) 29&17b PE49409 (619) 78746M rldar�vDbpOareuBanit i�a� ('R v Fbrkte RSIMM,dd ArdMad a a Wanted Florida FIOrds RepWerad Archb d a a Evaded Florida F YW a a Licensed Florida C-wW Rory: i elm Evaluation Report Dam T� v /� professional Enplrrar ProMessbnal Engineer Probational Engineer ForidaR A:idtore Fln aaLloerxaad FbrMa O � ij ^' PrWeabrnY Engineer O W3 Em�am km" 9s1m 9iM�t Act Use A■o rt- aw � $ O � O Nor! LmeLA� saomoxgdm �t A Um Aoom>�lmt 1LL�Of19 Nldlatl= mid ®amum Namn !mM■ imp N pSa�im PLe In Mil8 Nrm& FrAc IuaYmm Milo n Nat rap mNa In HIM NNW= ! E7 � 0 LL- 1 e. Tama -TN FIDMCMNb and sngo8r-MY onaingdSquOk Dpagw 12/31/2020 Ib YN No WA 8 f. Tlrrme-TN FanrCWMO &W Snvc#,Mu Nordnal S&AWO aquol:Non-OnpwtBpud; Opaque 1201/2020 NO Yale No WA 9 L Thmn►Tru FlberChaMc and Sncom-SM Non" 86�M &ruoLN Wrnpad Quot Dented 12/3112020 NO Ya No WA lag l tlM� AagminfrcNr A■■ndffi.Nu IAIOQY, be= am m soma ESE � �F••I �.r `y CMontrial WMOI8Ydge bwgW ConpoMte Edge Fberptess Door C� ft � F� g� p� prwvtiq/Ouwing; X corilpuralbn) Carytaps Edge Fbwgkm Skgb Door (enawkglOrntewirg; X cedeWrAon) 11 n. 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PE-43409 T87-0666 12H92017 12M312017 12121MIT Pending FSC Approval n■ mamma Hood Yamoom YaIWMW AmgaW Dim Cahaporp Exterior Door (419 2W11 416 (419) 29&17b PE�3409 (813) 75746M SubCw1q;wr^- ewWOVQ Exterior DoorAeeerroMe ddrwonvbWpowmkmnta. Cahapay: ExOanlOr OoOn MisCConsilimme Swbgkg Elarbn Doorrt Nt%2r-17b (613) nworaAMpcewuama. Revision 2017 ro Rink Lyndon F. Sdedtlt P.E. E /21tY2017 17/t92017 12M2017 ding F9C App. aubCdepary: Swlogkg EAmlor Door Assambess r immili wbidpodwAare. CompBrru MUMC Evaluation Report ham ■ tom ftm ale cerrn oo 2WI PEJ,9109 ro� 757 (41%29&hisv�nsMop Cosparrea IIeUnOs, Evaluation Report Berra a soon n Report Ealu Fbrlds Ra9Mered Atddted or a Lkemed Floras Floriw il—' - -a Ardnad ore Liceresd Flonds SrisCaYppy: even" Exterior Door Assembles nueante. Fondlet Fba FbMa Registered A ed Air m probasim" Engineer ProkWonal E gkner COWOM ss Rafted: Evaktellun Report Bom a dare eRegi r Eitpaatt FLa0a14u Products prof "Wei &*Owgimilkilsommemst or a Llanaed FkxMa Annotated for Marginal for Ussrepot QuallkAumminsit Amaral for A■[sedfor LIM Imm Nei■ A Nu Aa�Na Im■et Nand■ $, ilat Em6mLo �dm samlardAelorlm8e 1,NVHZ outside BeNrm NWm P(atMaa Nap mtiYIN: N lrtl Prime Nap P Nam rlJYtQ ldoNMam Pnw■ „)ems 9nrNcAeeroor Armatltalmt A 1ocNr Y■ef Nei■ 1 a. The ms.Tru FbwCN=W and Smoam4ter NomYW SSMWS &quoCfWnlrtgsdBquOC Opapr 12131r= No Ya NO WA 8 f. 7hmma•Tru Fbertisaac and Bnrootln-Star 8rNnd- Opaque 12/31R021 morninalC-Vgl No maw No WA 0 I. 7lwrtra-Tru FEerCWaIO and Srtndh-Mar NomM18Ndg;8 k 0latW /2/312021 No VM No WA lap 20 � oubkbblm Bohm � Owm Edge FeaNlsss eklois Door in le Door A Edge Compaa bmi ; X corn Skilis Door Single Onawkrebutewkg; X 0onspurtlM) Capceis Edge Fbarglre Skgte Door bwgl SWgfo Door (beskpNriswkg; X configuration) 74 n. Tro FtierCWek era Bnwdn-Bhr 11onwW 8&839;0 BproCNon•Mnpa0t6quot OlwW 1?1312091 No Yq No WA O�q; X c onllawMon) Cmnpoetie Edge Ftilapisa Skgte Dow sonbcdlleae (kwwkWOWAWkg; X 0ora0ura80n) Florida Deparbytent of Business & Professional Regulation P.p / a 1 Florida Department of Business & Professional Regulation paps 1 d 1 Building Codes and Standards 111m/8 Building Codes and Standards 1am/a Product Approval Application D4Mall Product Approval Application Detail Florida DepaAnTent of Business & Professional Regulation Page 1 a r Florida DepaMlsnt of Business & Professional Regulation p.p r a 1 Building Codes and Standards Immre Building Codes and Standards Ramie Product Approval Application Detail Product Approval Application DNan rdw VnWLor Ilm WE NMLBUIM Halt Gape ErAw or Nate 20 J?.MPaaaoa 299 RJIBS224UBaliNAt�d bu Ymin Mamamfl■r 20m9 ZookmLiLk= Yildilu N rimamd ftmemf MAmimmil Atamnd mma Mae Ymra mm dmbm Gomm Aamm wALMM Void had 1k YemiW Amho&A I= A■mel AmM9red Alma RFAMM 2017 Thus rsTM OMPMWion Rick VkI9M National Abcmdation& Ryan J. King, P.E. 12MMI? 060212017 12112=17 Approved Revision 2017 TMnrWTru Corporation Rik WrW 4@M Accra04ion& Ryan J. King, P.E. 1MOMI7 OW212017 12/22=7 Approved Calpar. Endeda Doors (41 % 29&1740 tMnpartNrat kaaute (813) 7674M CeYgar. Exterior Door (419) 296.1740 Wnapaw t Maude (813) 767-OW ram Aodkz go 2da Nam.f m" RVIR ref11 areas w Nam Nm Rokbmam Non arbCeeegorr: SaV*V EMw1orDwAnerMSr Ickwo-bpDmwftnIL errbOaftegmy: &wloykg Manor Door AWK166 , wworAtmoomu*Wte not YeWm Irmmaor Gomm Aaobarllla■e Yemra.m( mamma pafoala EWLAemeMl 60MOM pas Dr■ Yaaim Ilanelbaorx Ggmam lmmtriLmere Ya■rlam( Yamemf mltaAl■ FHN.Aamxi A■tmt■ plan Caapaana MAred: GNllufbn Mark or Lbft don Co°ptwtoe Maaeeud: CedMoabon Mark or LWM ow Revision 2017 r VrbMows and Doers ar.M smi ger Luis Roberto Loma Shaven M. Wick PE 061132017 M11/2017 OW152017 10/10MI7 Approved Revision 2017 r VVNdovva and Doom anal SMMger Luis Roberto Loma Sawn M. Widi. PE M7132017 M11/2017 08/1&2017 f 0MO2017 Approved Category: Exlarior Doers (7M 30,3300 PE-62514 (7M 317-8454 CtAagerr: Exterior DOon (7f7)986�3900 FxE426U pt7)317-8464 aubCalpdrr: 88dYrpEffirbr DowAaeuwae MNlnper®mkw.mm WOCabgorY:BHIp Exterior Ow Assuwae bapin9er@e1e'd.cem GLEMAtMma A0�' for Amiga bum NM■ 9WMXAENKM Approved for Use Affair kwo NIt Compliance Mallood. 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Udch, PE 061132017 03n 12017 0W152017 10,10120117 Approved Category: Exterior Doors (513) 7704M Iva. (513) 510- M CwW%W. Eden" Doom (513) 7704m Inc. (513) 5194M8 — Cabpay: ExWbr Doors (717) 366 = PE•62614 (717) 317-8451 Calegar: Exterior Doors (717) 305-33M PE-02514 (7M 317-6454 MWCMMWr Sectorial Exterior Door Assemblies .� Subcategory: Sakti Exterior r DAaeareae bsergu@mMd.can Subcategory: Sit" EdwW Door Anawae M aYrgermniwd.00rn Companies MAed r: Ceras, or lcetbn eralis Ceeplhance Ileenos, Waleson Mark L)Mknp all � YAs Evaluation a Rpnrtdoma RAMfroma C■paereilere tionor Floridaepaaa FRepteterad Arched er • Licensed FbrMa Ar Ar ftd Fbnda Replslers0 Amdaed m • Licensed Florida CIO Pmbo@ W Errpeaer Prelaebllw Enpkaer 91MAm.Amare AaamvM for ARDFOnd forLIM bond Nei■ Guam la■r AamYd.brila imm N!ma Nee lmlerd�milam b1DftY 91811011.1m Bohm ErnM■ mat tlmCdomkdxuawmaohlflffJi211111101111M BOOM EasM1m 37 037 V 549 PAN-2i161: 84A, 94, 73. 75, 1SM. 190, M, Shad Pa Ord.. 25 go.) Sipk-Ca (up to 97 wide) Mill 2g No Va me +30 PSF/J2 53 OS9 W5-16 PAN-2FI53: 841, 94, 73, 76, 1No, 190, 4RST, Meal Pa ("Min. 25 pa.) oowk-cw (VT to 16111' 05212028 No Yn No +30 PWLW Agamrad for Use Approved for LIM load Nalco gooLaw ma Managed for LIM Ammved.bL4a baud Nara 76V, 4RST, 4RSF, Mr. 6RSF, VW. 48, 4Z 55,488, VnMDCODES#I74; INS Gamp Door PSF 4RSF, GMT, 6RSF, 48.42, 56.488. 426, 558. GD5S, were) WIMDCODEs6174; VA Garage Door PSF Nat Product Dimisrhalkon Coatings Emobegm Dab rlAffli Nam Iuemmm PmWat alai Sm■d.CEMORLNam Iatilflg Nubs& Mi fuelWi PwM■ 421L56S. GOSS, GD66V, GRSS, GRSSV, ARS&, AR68V, G05SV. ORES, DRAW. ARSS, AR5EV, EDSB, ED6SV i SERIES 420 ALUMINUM SW SERIES 420 ALL M04M SOD CXO 12/312018 No Ya No WA 2 SERIES 420 ALU9MA)M SW SERIES 420 ALIAMI UM $00 OX, XO, XX 1213MM8 No Y" No WA EDGS• ED68V 1464M&quotxW&glo1; MON40NPORCED OWuotdO&qud; NON14tERWOMCEM, O Florida DepaMTat of Business & Professional Regulation Prge 1 a l Florida Depatrtmerk of Business & Professional Regulation ppe 1 a 1 Florida Department of Business & Professional Regulation pop 1 or / Florida Department of Business & Professional Regulation pap.1 a 1 ■ Building Codes and Standards 115,ws Building Codes and Standards 1lamre Building Codes and Standards Immra Building Codes and Standards Immra as Product Approval Application Detail Product Approval Application Well Product Approval Application Detail Product Approval Application Detall 8tlb»d Gone Am.Lm ale Nit NdL mom No f9�1� GMft AibLm Nam art 9retaa■ ism RJ1IM47 Gem antra[ ilia ism WOMAN No Gtmp Enter or no Nis NlKbnaoa Net mm version Yddmdc G9mai Aoo oLama■a Yrmrmc( Yemtlr peimfna PWA--W Aagminf maM mum version ll tedia u G9md Yamdatlik INNi d al&Mod FWAainmli Aaamad mend mm mamma Ilmdaaru G9mnd gualitsmAMmetwit YiWdom Yamamf p,mArf FWAMM MI Aaanmf mom nor Ypmlm pm wbdm 208M a■mMrAIkM Ydild iu Walled §I*AI f HgAmmral Ag,,,il Nand Review 2017 r VAndmins and Doan srsm sager Luis Robins, Loma Steven M. Wlch. PE OVIUM17 OBn 12017 W152017 1W102017 Approved Revision 2017 POT kxduates Dean Rwrk M 1wn Dada DOCO - CER 1Nud•Dade BCCO - VAL IMIM17 11/2&2017 122ti2017 Approved Revision 2017 CURRIES Division dMDG, Inc Dedb Davis UL LLC Ted aenwn, PE 11f3Owl 7 10r2fiM17 12105=17 Approved RaWM 2017 M vwndmo andDose area SMpu Mwri an AndiNWrtal Shawn M. (Morn, PE 122W2017 12(192017 validated all � CeOegerlt: ExWlor Doors (717) 385M PE42514 (717) 317.8464 Category: Exterior Doors (941) 48MI00 (7me) S7&26a0 C089my' Drterbr DOore ( 1) 4942841 (306) B88-t707 �1he�g�mMM.aan Aanuadcxrera ArxredAon (7t7)3174461 Subcategory: S&ft Exterior Door Assembles bdaperGmiwd.oan eubcaeagorY: MMkg Exterior DeOrAsserrrMtes d�fa.com eubGYpay: Exterior Door Corrporssib Nw.dsdlrbaaaabloY.ce aaxr.gery: SkgM Hung CospterNe McSrod: Ewk rtion Report Bem a Cenoba seMArod CertlBcation Marc or Liming Compares Method: Certllkalbn Murk or LWYg CawpYre Ileena: CerMcetlaOrx Murk or Liskg Florida Redeemed Amhbd or a LWwwW FbrYlaLft PrONNIonM Engineer PL�4US Probate Approved for Approved for Quaft Astummams Assigned for Am ine km= Nafm 9aNLAalooa Approved for LIM A Use MW alarm 10t � l� oubm BohmN at EMOML2N dM M Sr�C a In HVMZ Nmokknm RENO E nron Nat I al� Nm�Z l ob= Eon■■ gimilkilitammidamis Ai■!>�t� Aaa�Nr IMO19 fbma 10 SOD-W70 (Loge Mae" kped) V" 8 WA 1 607, 707, n7, 747, and 847 Sb�s and Palm of Dom numb, GYatl, axe LaNaea single xM Pain a 12131rim Ya Yn Ya WA 2 185 M( M84 FYVFbpe Fina KM SupY Hung 10-mmis No Ya No 4MILM NatAL EmAlk2owNEW 2910mmAublIK2 t in NVMZ Gmammm Hatem Eon■■ holder nrWr dome. 5 SERIES 420AL)MNUM 8G0 REINFORCED SERIES an AUaYNUM 800 REINFORCED XXX 12/912018 No Ya No N/A code Vandono 2017 FL a, 241.10 1438grutxc958q01; < Cn }^^ Florids Departrnent of Business & Professional R Regulation Pepe, a, Florida Dependent of Business &Professional Regulation P.a, err O 11+ W Building Codes and Standards 1am1e Building Bug Codes and Standards Florida Departrnent of Business & Professional Regulation pop a/ Florida DBPeMeM of Business & Professional Regulation eg p.p.1 a 1 Building Codes and Standards 115m18 Building Codes and Standards 1AMIS Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Apple Detall (D 6tlmkffi Gat areas or ism ism N ism t' MAM Ggfa pommel Nis ism NarPeoaog sire Bi'Ipt� 6rGfIItm MinYedm IlardaaeM Gmrm aamemilf9ere Yememf,Y Y>mmf AWoabal l3GAaarmoaCA,,,&M Am®Mi girl one Yaofm mWadmom Gomm Eoigarj.Lfatiaa Yrartealt Yams plarra EIGA■rrMl AmeaW plat 99fa Knew or Nrt 20 DOM laiddiam ill$ FOCAmrmnl gels Pig 211a Nm Dab.psiwkw 291 FMICA■®ti Revision 2017 NMdows and Doors Viendo" Brant Slinger Amerkon ArsheMunl Stever M. 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GROS, ARCS, E068 WhDCODEW 74; WB Garage Dom pSF 4RST, SRST, 008S, ORES, ARSE, EDSS were) VMaDCODEW74: VIA Oases Door PSF } J 0 Florida Department of Business & Professional Regulation Building Codes and standards Product Approval Application Detail V I Florida DepaMtsnt of Business & Professional Regulation papa r Of 1 Florida Departirlent of Business & Professional Regulation papa / a 1 ICU Building Cadet and Standards Imm1s Building Codes and Standards 1lmmre M w Product Approval Application Detell Product Approval Application Detail min YMrm maiddleatiat ramm yyb� Mdddmm Yodimm Adaeaffes ;maw Assigned alas Revision 2017 ThemMW Tru Corporation Category: Darby Doan Rik Wright Lyndon F. Sd. M P.E. Ryan J. ling, P.E. 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Florida Department IN Btrillus 8 PrMessionN Regulation Rqe t a 1 Fbrida Department of Buell'Iese 6 Professional Regulation Papa, a, Florida Depertnlent Of Btleirlsss & Pfofeseionel Regulatim Page, a, Florkle Department Of l?wmlrMeB 8 PfOfeBeiOrlal Regulation Psos t a, Building Codes and Standards 1mx+e Building Codes and Standards 1lamta Building Codes and Standards taao+a Building Codes and Standards ,rapid Product Approval Application DetaU Product Approval Application WWI Product Approved Applkatlon DefaU Product Approval Applitaflon DetaU )yam pie 1)se lfaNm 1latlCLa[ tdttYr fmlorrlitemn Yat�ffi pa pY Ysfeeaa LlnmtlYe fficEamatl s pk EmmMY liras 13t1�ffi Sa0t 1)st Yso19B IImO�o[ fBIBtB f� lsrorctl.la.m Sha0r1ln®e pi pa YifY1W HWslaMl prePJnoer pa !ln.Eetlmal Emmlae fish. 19� lYa sa+r )httlm 11r01� ftlsts prw fm�M.il,lmsm Yrlaretflt pa Yrrrtl pie fti®flln pteewtlaa Pfndiltlmal pu Et>omsa flmM Btu# seas ll.a YeWm IYm4rlot fWOL9[ Se9mw CD91nar1Ll9mee IMitltlWme title late nrePlsOae YaBerW fW119fYe l7SiEm,nl late Esemsd 1teeW Rev6b 2017 fTW BUBarq Carrpoaraa Group kla Gbyary: 8fiaohxY Carporwp BUDCaMeay: Tnap PMta CarBnarra Iraerod: Evaluation Report San a Produce Evahrtlon EnUh Bfrrn I.MrM ICC Evsblbn 8arvb, LLC WIYm M. RpieL PE (847)9784l479 (40'r)881.7977 HewY@ilpNese.aarr Oa19ri017 Oeg71I017 Oa21n017 Approved Revision 2017 fiW Suit" Coarseness, Canpopraa Group Ina Calaglwjr: 8lnrbrtl Carlpwrna aOCC=eaaY: Trull PNMa Oenparba Ystlrad: EvNaarr Report ham a Produce EvahrMon Enter Stuart l.ewla ICC EvaXaebn 8mb, LLC WaWn M. Ranlari. PE (847)9184473 (407)881.1917 akwNmagimer'.conr Oa19/l017 O9A7R017 09R12017 Approved Ravlabn 1017 11W Buadktp Conlperrraa Group Inc. Wd9ay� Pal Corrponaaa iWOC4Ra9esr: Truce PNW 1.`elllpeelee Mehod: Evaluation Real hen a Produce EveMWon Entlh BWsn lewN N.0 Evaluation 8arvioa, LLC WOen M. RanMn, PE (847) 918$t (407) 981-1917 wwla�yYWha.corn 0911e4017 O9AD7r2017 Oa21R01T Approved Revision 2017 r1Yr Buraq Components Group kra COMM: CaepNanoa Ila9rorD Evtluetlal Report flan a P BWan l,wab ICC Elnluatlon 8ervb. LLC When M. Ran1eL PE (847) t8N78 (407) 881-1817 aMwDAakbaew'oom 0971972017 060712017 09121l2017 Approved L C6 N > =to -li U N Q 0 O C -0 0- .� U N N C Co ca ch a^, O O O O W � � O LL � .� E 0 O �`ava� L� .� �.�._(�Q tt_ O U .- O W V O U O L� V V I V We G Q Z Z Q J a SHEET NO. PA 1.3 Florida Department IN Busirlses 8 Professional Regulation Fng. i a, Florida Department of BUtlliebb & Professional Regulation Paga, d, Florida Depardrlent Of BUalfMas 6 Professional Regulation Fag.7 a 1 Florida Department DF Business 8 Professional Regulation Pap rFLSIO� Produces um o 4Products CU re ICU P� der lX4 Wood Pumps over t5ri28Wd'. Plywood Product Description: AL rproducts Aggressive far y: 8truarral Corrgorrnb (819) r 02---, �4 � zb